CN106760055A - A kind of vertical connecting structure of fabricated shear wall and its construction method - Google Patents
A kind of vertical connecting structure of fabricated shear wall and its construction method Download PDFInfo
- Publication number
- CN106760055A CN106760055A CN201710196954.8A CN201710196954A CN106760055A CN 106760055 A CN106760055 A CN 106760055A CN 201710196954 A CN201710196954 A CN 201710196954A CN 106760055 A CN106760055 A CN 106760055A
- Authority
- CN
- China
- Prior art keywords
- muscle
- wall member
- rid
- flange plate
- sleeve
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 210000003205 muscle Anatomy 0.000 claims abstract description 102
- 238000010008 shearing Methods 0.000 claims abstract description 67
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 230000008878 coupling Effects 0.000 claims abstract description 8
- 238000010168 coupling process Methods 0.000 claims abstract description 8
- 238000005859 coupling reaction Methods 0.000 claims abstract description 8
- 239000000835 fiber Substances 0.000 claims abstract description 5
- 238000013461 design Methods 0.000 claims description 13
- 239000004567 concrete Substances 0.000 claims description 11
- 238000009413 insulation Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 239000011178 precast concrete Substances 0.000 claims description 5
- 238000012545 processing Methods 0.000 claims description 4
- 230000004323 axial length Effects 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 12
- 238000010586 diagram Methods 0.000 description 7
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 210000001364 upper extremity Anatomy 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
- 238000003466 welding Methods 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of vertical connecting structure of fabricated shear wall and its construction method, connecting structure includes the shearing wall member vertically spliced by coupling assembly, the inner surface for shearing wall member edge joint position is provided with along the indoor caulking groove of the elongated setting of piece, notch direction, upper strata shearing wall member has thrown away bottom and has vertically got rid of muscle, lower floor's shearing wall member has thrown away top and has vertically got rid of muscle, coupling assembly includes opening towards the indoor horizontal steel framework of groove profile and sleeve, vertically gets rid of muscle and both passes through corresponding position and is connected with bush whorl.The horizontal steel framework of groove profile of the two sides shearing wall member that same layer intersects vertically is fixedly connected, and steel ring beam is formed after being connected with each other between each horizontal steel framework of groove profile.The present invention opens up caulking groove by shearing wall member, muscle is got rid of to stretch into caulking groove and mantle fiber, by installing U-steel frame and internal thread sleeve in caulking groove, realization is detachably connected, it is easy to the installation of wallboard, the speed of application of structure is accelerated, the wet trade at scene is reduced, the assembling level of building structure is improve.
Description
Technical field
The invention belongs to building structure connecting structure, more particularly to a kind of vertical connection of assembly concrete shear wall
Construction and its construction method.
Background technology
Building green, energy-conservation, healthy building in recent years has turned into the fundamental state policy of China, and to standardize, industry turns to mark
The industrialization the mode of project construction of will, it is desirable to based on engineering construction batch production is prefabricated, site machineryization assembling coordinates.
In assembly concrete shearing wall member, the vertical connection of shear wall is one of key technology.Existing connection method
There is shortcoming：First, there is the heat-insulating property of cold-heat bridge reduction building in the vertical connecting portion of shear wall；2nd, shear wall vertical steel
Muscle connection difficulty is larger, and the sleeve and grouting material high cost of reinforced bar sleeve grouting connection, construction quality accident are inconvenient to carry out；
3rd, the connection of core-drawing pore-creating stirrup restraint reinforcing bar slurry anchor overlap joint and metal bellows pore-forming reinforcing bar slurry anchor overlap joint are connected as vertical reinforcement
By root connection, there is the shortcomings of the number of openings is more, and installation difficulty is big, grouting material usage amount is big, tapping protective layer is easy to crack；
4th, precast wall body vertical reinforcement is generally double-sided ribs, and the more lap of splice of its radical is more long, and upper end has reinforcing bar more long to stretch out wall
Outward, it is not readily transportable, be not easy to construction.
The content of the invention
It is an object of the invention to provide a kind of vertical connecting structure of fabricated shear wall and its construction method, to solve existing
The vertical connecting structure of shear wall has that heat-insulating property is bad, link cost is higher, construction quality accident is inconvenient to carry out, is installed
Difficulty is big, grouting material usage amount is big and is inconvenient to transport the technical problem of construction.
To achieve the above object, the present invention is adopted the following technical scheme that：
A kind of vertical connecting structure of fabricated shear wall, including the shear wall structure that upper and lower two-layer is vertically spliced by coupling assembly
Part, the inner surface of upper and lower two-layer shearing wall member edge joint position is provided with along the elongated setting of piece, notch towards indoor caulking groove,
The bottom inside of upper strata shearing wall member throws away the bottom that at least a row is stretched into caulking groove and vertically gets rid of muscle, lower floor's shearing wall member
Inside top throw away the top that at least a row is stretched into caulking groove and vertically get rid of muscle,
The coupling assembly includes being adapted and along the horizontal steel framework of groove profile and sleeve of the elongated setting of piece with the size of caulking groove, should
The opening of the horizontal steel framework of groove profile towards indoor, including the top flange plate, vertical side plate and level of level bottom wing listrium, upper limb
The end face of listrium and bottom wing listrium is concordant with the inner surface of shearing wall member,
It is provided with the top flange plate and vertically get rid of the one-to-one top flange plate of muscle with bottom and wear muscle hole, bottom is vertically got rid of muscle and passed through
Top flange plate is worn muscle hole and is fastened by top flange plate sleeve.
It is provided with the bottom wing listrium and vertically get rid of the one-to-one bottom wing listrium of muscle with top and wear muscle hole, muscle is vertically got rid of at top
Muscle hole is worn through bottom wing listrium and fastened by lower flange sleeve-board cylinder,
The horizontal steel framework of groove profile of the two sides shearing wall member that same layer intersects vertically is fixedly connected, between each horizontal steel framework of groove profile mutually
Steel ring beam is formed after connection.
It is steel bar stress or embedded bar, the bottom in shearing wall member that the bottom is vertically got rid of muscle and top and vertically gets rid of muscle
Portion vertically gets rid of muscle and top and vertically gets rid of the end that throws away that muscle stretched into caulking groove and is equipped with external screw thread, corresponding top flange plate sleeve and under
The internal thread being adapted with external screw thread is provided with flange plate sleeve, muscle is got rid of and is connected through a screw thread with flange plate sleeve.
The caulking groove is provided entirely in the end of the bottom inside that lower floor shears wall member, the top flange plate and bottom wing listrium
Face is concordant with the medial surface that lower floor shears wall member, and the downside surface of the bottom wing listrium shears the bottom of wall member with upper strata
Flush.
The caulking groove is provided entirely in the end of the bottom inside that upper strata shears wall member, the top flange plate and bottom wing listrium
Medial surface of the face with upper strata shearing wall member is concordant, and the downside surface of the bottom wing listrium shears the bottom of wall member with upper strata
Flush.
The horizontal steel framework of groove profile is shaped steel, and the angle between the top flange plate and bottom wing listrium and side plate is not less than
90 degree, no more than 120 degree.
The termination of muscle is vertically got rid of in the bottom and top vertically get rid of the termination spacing of muscle not less than top flange plate sleeve and under
The axial length sum of flange plate sleeve.
Shearing wall member is divided into inner wall surface and wall face, and the inner wall surface is armoured concrete slab, and the wall face is bag
The sandwich plate of outer impeller, heat-insulation layer and internal lobe stressed plate is included, the internal lobe stressed plate is armoured concrete slab.
When the upper strata shearing wall member and lower floor's shearing wall member are wall face, in the horizontal steel framework insertion of groove profile
In the range of leaf stressed plate.When the upper strata shearing wall member and lower floor's metope structure are inner wall surface, the horizontal steel of groove profile
Frame is directly embedded into inner wall surface.
The vertical side plate of the horizontal steel framework of groove profile is not less than 20mm with the distance of heat-insulation layer.
A kind of construction method of the vertical connecting structure of fabricated shear wall, construction procedure is as follows：
Step one, is designed and splits according to structural load to shearing wall member, designs each shear wall and vertically connects structure
The component made；
Step 2, assembling precast concrete shearing wall member mould, it is prefabricated using flat-die method, upper strata shear wall member or
Caulking groove is reserved at the design attitude of person lower floor shearing wall member, the bottom inside of upper strata shearing wall member throws away an at least row and stretches into
Muscle is vertically got rid of in bottom in caulking groove, and it is vertical that the inside top of lower floor's shearing wall member throws away the top that at least a row is stretched into caulking groove
Get rid of muscle；
Step 3, pour shearing wall member concrete, and bottom is vertically got rid of muscle and top vertically get rid of muscle cleared up and
Mantle fiber external screw thread is held to getting rid of throwing away for muscle；
Step 4, maintenance shearing wall member, the anti-corrosion treatment of antirust paint is carried out to getting rid of muscle；
Step 5, according to the horizontal steel framework of force design groove profile and with get rid of the sleeve that muscle is used in combination, by groove profile water in factory
The top flange plate of flat steel framework opens up top flange plate and wears muscle hole, and opening up bottom wing listrium in the bottom wing listrium of the horizontal steel framework of groove profile wears muscle
Hole；Sleeve includes top flange plate sleeve and lower flange sleeve-board cylinder, the internal thread that processing is engaged with external screw thread in sleeve；
Step 6, the demoulding is rinsed：The mould of shearing wall member is removed, and is rinsed, checks, identified, then cut all of
Power wall member is transported to scene successively according to traffic program,
Step 7, lifting construction：According to Hoisting Program, lifting upper strata shears the precalculated position that wall member shears wall member to lower floor
Alignment；
The horizontal steel framework of groove profile is indoors first pressed in design attitude insertion caulking groove in step 8, workman station, the horizontal steel framework of groove profile
Opening direction interior consistent with caulking groove opening, the top flange plate of the horizontal steel framework of groove profile, side plate and bottom wing listrium with caulking groove
It is close on surface；
Step 9, then top is vertically got rid of muscle and is worn muscle hole through bottom wing listrium and is fastened by lower flange sleeve-board cylinder；The bottom of by
Portion is vertically got rid of muscle and wears muscle hole through top flange plate and fastened by top flange plate sleeve, and connection is completed.
Compared with prior art the invention has the characteristics that and beneficial effect：
The present invention opens up caulking groove by shearing wall member, and wallboard is reserved to get rid of that muscle length is shorter, is easy to the transport of wallboard；Get rid of muscle
Stretch into caulking groove and mantle fiber, by installing U-steel frame and internal thread sleeve in caulking groove, realize upper and lower precast concrete shear wall
Connection between plate, without carrying out traditional slurry anchor lapping construction, can by the realization that is applied in combination of external screw thread, internal thread and steel framework
Dismounting connection, is easy to the installation of wallboard, accelerates the speed of application of structure, reduces the wet trade at scene, improves building structure
Assembling level.
The present invention vertically connects shear wall body by using groove profile steel framework, simultaneously because steel possess in itself prolonging well
Property, substantially increase the seismic bearing capacity of building.Steel ring beam construction is integrally formed after being connected with each other between each steel framework, raising finishes
The globality and shock resistance of structure.
The present invention solves the problems, such as the cold-heat bridge at the vertical connecting node of precast concrete shear wall, and the warming plate of exterior wall prolongs
Position of joints is extended, connecting node is located on the interior impeller of inner side, has separated the cold bridge at connecting node, improves the section of building
Can efficiency.
Brief description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is building integral installation schematic diagram.
Fig. 2 is that the structure of the vertical connection of upper and lower story shear wall member in embodiment one splits schematic diagram.
Fig. 3 is the textural association schematic diagram of the vertical connection of upper and lower story shear wall member in embodiment one.
Fig. 4 is the side structure schematic view of Fig. 3.
Fig. 5 is that the structure of the vertical connection of upper and lower story shear wall member in embodiment two splits schematic diagram.
Fig. 6 is the textural association schematic diagram of the vertical connection of upper and lower story shear wall member in embodiment two.
Fig. 7 is the side structure schematic view of Fig. 6.
Fig. 8 is that the structure of the vertical connection of upper and lower story shear wall member in embodiment three splits schematic diagram.
Fig. 9 is the textural association schematic diagram of the vertical connection of upper and lower story shear wall member in embodiment three.
Figure 10 is the side structure schematic view of Fig. 9.
Reference：Muscle, 2- lower floors shearings wall member, 2.1- are vertically got rid of in 1- upper stratas shearing wall member, 1.1- bottoms
Vertically get rid of muscle, 3- caulking grooves, the horizontal steel framework of 4- groove profiles, 4.1- top flange plates, 4.11- top flanges plate hole, 4.2- bottom wings in top
Listrium, 4.21- lower flanges plate hole, 4.3- side plates, 5- top flange plates sleeve, 6- lower flanges sleeve-board cylinder, 7- inner wall surfaces, 8-
Wall face, 8.1- outer impeller, 8.2- heat-insulation layers, 8.3- internal lobes stressed plate, 9- steel ring beams.
Specific embodiment
Referring to shown in Fig. 1-4, a kind of vertical connecting structure of fabricated shear wall, including upper and lower two-layer passes through embodiment one
The shearing wall member that coupling assembly is vertically spliced, the inner surface of upper and lower two-layer shearing wall member edge joint position is provided with and leads to along piece
, towards indoor caulking groove 3, the bottom inside of upper strata shearing wall member 1 has thrown away at least two rows and has stretched into caulking groove 3 for setting long, notch
Bottom vertically get rid of muscle 1.1, the inside top of lower floor's shearing wall member 2 throws away the top that at least two rows are stretched into caulking groove 3 and erects
To getting rid of muscle 2.1.Muscle 1.1 and top are vertically got rid of for two row bottoms of consistency from top to bottom vertically get rid of muscle 2.1 in the present embodiment.The bottom
Muscle 2.1 is vertically got rid of to shear steel bar stress or embedded bar in wall member in vertical muscle 1.1 and the top of getting rid of.
The coupling assembly includes being adapted with the size of caulking groove and the horizontal steel framework 4 of groove profile and set along the elongated setting of piece
Cylinder, the opening of the horizontal steel framework 4 of the groove profile is towards indoor, including the top flange plate 4.1 of level, vertical side plate 4.3 and level
The end face of bottom wing listrium 4.2, top flange plate 4.1 and bottom wing listrium 4.2 is concordant with the inner surface of shearing wall member.
It is provided with the top flange plate 4.1 and vertically get rid of the one-to-one top flange plate of muscle 1.1 with bottom and wear muscle hole 4.11, bottom
Vertically get rid of muscle 1.1 and wear muscle hole 4.11 through top flange plate and fastened by top flange plate sleeve 5 in portion.
It is provided with the bottom wing listrium 4.2 and vertically get rid of the one-to-one bottom wing listrium of muscle 2.1 with top and wear muscle hole 4.21, is pushed up
Vertically get rid of muscle 2.1 and wear muscle hole 4.21 through bottom wing listrium and fastened by lower flange sleeve-board cylinder 6 in portion.
Shown in Figure 1, the horizontal steel framework of groove profile of the two sides shearing wall member that same layer intersects vertically is fixedly connected, each groove
Steel ring beam 9 is formed after being connected with each other between the horizontal steel framework of type.
The bottom is vertically got rid of muscle 1.1 and top and vertically gets rid of the end that throws away that muscle 2.1 stretched into caulking groove 3 and is equipped with external screw thread,
The internal thread being adapted with external screw thread is provided with corresponding top flange plate sleeve 5 and lower flange sleeve-board cylinder 6, muscle and edge of a wing sleeve-board is got rid of
Cylinder is connected through a screw thread.
In the present embodiment, the caulking groove 3 is provided entirely in the inside top that lower floor shears wall member 2, the top flange plate
4.1 and bottom wing listrium 4.2 end face with lower floor shearing wall member 2 medial surface it is concordant, the upside table of the top flange plate 4.1
Face is concordant with the top surface of lower floor's shearing wall member 2.
Referring to shown in Fig. 1,5-7, from unlike embodiment one, the caulking groove 3 is provided entirely in upper strata and cuts embodiment two
The end face of the top/bottom part inner side of power wall member 1, the top flange plate 4.1 and bottom wing listrium 4.2 shears wall member 1 with upper strata
Medial surface is concordant, and the downside surface of the bottom wing listrium 4.2 is concordant with the lower surface of upper strata shearing wall member 1.
In addition, the shearing wall member in the present invention is divided into inner wall surface 7 and wall face 8, the inner wall surface 7 is armored concrete
Plate, the wall face 8 is to include the sandwich plate of outer impeller 8.1, heat-insulation layer 8.2 and internal lobe stressed plate 8.3, the internal lobe
Stressed plate 8.3 is armoured concrete slab.And in the present embodiment, the upper strata shearing wall member 1 and lower floor's shearing wall member 2 are
In the range of wall face, therefore the horizontal insertion internal lobe of steel framework 4 stressed plate 8.3 of the groove profile, the vertical side of the horizontal steel framework 4 of groove profile
Plate 4.3 is not less than 20mm with the distance of heat-insulation layer 8.2.Now, heat-insulation layer is continuous in seam crossing, is not influenceed by cold-heat bridge.
Referring to shown in Fig. 1,8-10, from unlike embodiment two, upper strata shears wall member 1 and lower story shear to embodiment three
Wall member 2 is inner wall surface, and the horizontal steel framework 4 of groove profile is directly embedded into inner wall surface.
In the present invention, the horizontal steel framework 4 of groove profile can be shaped steel, the top flange plate 4.1 and bottom wing listrium 4.2 and side
Angle between plate 4.3 is not less than 90 degree, and no more than 120 degree, be direct vertical welding in general reality processing.
The caulking groove 3 can determine its sectional dimension according to specific structure design.
The termination of muscle 1.1 is vertically got rid of in the bottom and the termination spacing of muscle 2.1 is vertically got rid of not less than top flange sleeve-board in top
The axial length sum of cylinder 5 and lower flange sleeve-board cylinder 6, it is ensured that when construction workman can be easily enclosed within sleeve and gets rid of on muscle.
Referring to shown in Fig. 1-10, a kind of construction method of the vertical connecting structure of fabricated shear wall, construction procedure is as follows：
Step one, is designed and splits according to structural load to shearing wall member, designs each shear wall and vertically connects structure
The component made；
Step 2, the mould of the shearing wall member of assembling precast concrete is prefabricated using flat-die method, and wall member 1 is sheared on upper strata
Or caulking groove 3 is reserved at the design attitude of lower floor's shearing wall member 2, the bottom inside of upper strata shearing wall member throws away an at least row
Stretch into the bottom in caulking groove 3 and vertically get rid of muscle 1.1, the inside top of lower floor's shearing wall member throws away an at least row and stretches into caulking groove 3
Top vertically get rid of muscle 2.1；
Step 3, pours the concrete of shearing wall member, and muscle 1.1 and top are vertically got rid of to bottom vertically gets rid of muscle 2.1 and carry out clearly
Manage and hold mantle fiber external screw thread to getting rid of throwing away for muscle；
Step 4, maintenance shearing wall member, the anti-corrosion treatment of antirust paint is carried out to getting rid of muscle；
Step 5, according to the horizontal steel framework of force design groove profile and with get rid of the sleeve that muscle is used in combination, by groove profile water in factory
The top flange plate 4.1 of flat steel framework opens up top flange plate and wears muscle hole 4.11, and bottom wing is opened up in the bottom wing listrium 4.2 of the horizontal steel framework of groove profile
Listrium wears muscle hole 4.21；Sleeve includes top flange plate sleeve 5 and lower flange sleeve-board cylinder 6, and processing is engaged with external screw thread in sleeve
Internal thread；
Step 6, the demoulding is rinsed：The mould of shearing wall member is removed, and is rinsed, checks, identified, then cut all of
Power wall member is transported to scene successively according to traffic program,
Step 7, lifting construction：According to Hoisting Program, lifting upper strata shears the pre-determined bit that wall member 1 shears wall member 2 to lower floor
Put alignment；
The horizontal steel framework 4 of groove profile is indoors first pressed in design attitude insertion caulking groove 3 in step 8, workman station, the horizontal steel framework 4 of groove profile
Opening and caulking groove 3 be open consistent towards indoor, the top flange plate 4.1 of the horizontal steel framework 4 of groove profile, side plate 4.3 and bottom wing listrium
4.2 surface with caulking groove 3 is close to；
Step 9, then top is vertically got rid of muscle 2.1 and wears muscle hole 4.21 and tight by lower flange sleeve-board cylinder through bottom wing listrium
Gu 6；Bottom is vertically got rid of muscle 1.1 to wear muscle hole 4.11 through top flange plate and fastened by top flange plate sleeve 5, has been connected
Into.
Claims (10)
1. the shear wall that a kind of vertical connecting structure of fabricated shear wall, including upper and lower two-layer is vertically spliced by coupling assembly
Component, it is characterised in that：The inner surface of upper and lower two-layer shearing wall member edge joint position is provided with along the elongated setting of piece, notch court
To indoor caulking groove（3）, upper strata shearing wall member（1）Bottom inside thrown away an at least row and stretched into caulking groove（3）Interior bottom
Vertically get rid of muscle（1.1）, lower floor's shearing wall member（2）Inside top thrown away an at least row and stretched into caulking groove（3）Erect at interior top
To getting rid of muscle（2.1）,
The coupling assembly includes being adapted and along the horizontal steel framework of groove profile of the elongated setting of piece with the size of caulking groove（4）And set
Cylinder, the horizontal steel framework of the groove profile（4）Opening towards indoor, including level top flange plate（4.1）, vertical side plate（4.3）With
The bottom wing listrium of level（4.2）, top flange plate（4.1）With bottom wing listrium（4.2）End face with shearing wall member inner surface put down
Together,
The top flange plate（4.1）On be provided with and vertically get rid of muscle with bottom（1.1）One-to-one top flange plate wears muscle hole（4.11）,
Vertically get rid of muscle in bottom（1.1）Muscle hole is worn through top flange plate（4.11）And by top flange plate sleeve（5）Fastening;
The bottom wing listrium（4.2）On be provided with and vertically get rid of muscle with top（2.1）One-to-one bottom wing listrium wears muscle hole（4.21）,
Vertically get rid of muscle in top（2.1）Muscle hole is worn through bottom wing listrium（4.21）And by lower flange sleeve-board cylinder（6）Fastening,
The horizontal steel framework of groove profile of the two sides shearing wall member that same layer intersects vertically is fixedly connected, between each horizontal steel framework of groove profile mutually
Steel ring beam is formed after connection（9）.
2. the vertical connecting structure of fabricated shear wall according to claim 1, it is characterised in that：Vertically get rid of muscle in the bottom
（1.1）Muscle is vertically got rid of with top（2.1）It is steel bar stress or embedded bar in shearing wall member, muscle is vertically got rid of in the bottom
（1.1）Muscle is vertically got rid of with top（2.1）Stretch into caulking groove（3）The interior end that throws away is equipped with external screw thread, corresponding top flange plate sleeve
（5）With lower flange sleeve-board cylinder（6）The internal thread being adapted with external screw thread is inside provided with, muscle is got rid of and is connected by screw thread with flange plate sleeve
Connect.
3. the vertical connecting structure of fabricated shear wall according to claim 1, it is characterised in that：The caulking groove（3）All
It is arranged on lower floor's shearing wall member（2）Inside top, the top flange plate（4.1）With bottom wing listrium（4.2）End face with
Shearing wall member（2）Medial surface it is concordant, the bottom wing listrium（4.2）Downside surface and upper strata shear wall member（2）Bottom
Portion's flush.
4. the vertical connecting structure of fabricated shear wall according to claim 1, it is characterised in that：The caulking groove（3）All
It is arranged on upper strata shearing wall member（1）Bottom inside, the top flange plate（4.1）With bottom wing listrium（4.2）End face with
Upper strata shears wall member（1）Medial surface it is concordant, the bottom wing listrium（4.2）Downside surface and upper strata shear wall member（1）
Lower surface it is concordant.
5. the vertical connecting structure of fabricated shear wall according to claim 1, it is characterised in that：The horizontal steel framework of groove profile
（4）It is shaped steel, the top flange plate（4.1）With bottom wing listrium（4.2）With side plate（4.3）Between angle be not less than 90 degree,
No more than 120 degree.
6. the vertical connecting structure of fabricated shear wall according to claim 1 and 2, it is characterised in that：The bottom is vertical
Get rid of muscle（1.1）Termination and top vertically get rid of muscle（2.1）Termination spacing be not less than top flange plate sleeve（5）With lower flange sleeve-board
Cylinder（6）Axial length sum.
7. the vertical connecting structure of fabricated shear wall according to claim 1-5 any one, it is characterised in that：Shear wall
Component is divided into inner wall surface（7）And wall face（8）, the inner wall surface（7）It is armoured concrete slab, the wall face（8）It is to include
Outer impeller（8.1）, heat-insulation layer（8.2）With internal lobe stressed plate（8.3）Sandwich plate, the internal lobe stressed plate（8.3）For
Armoured concrete slab.
8. the vertical connecting structure of fabricated shear wall according to claim 7, it is characterised in that：The upper strata shear wall structure
Part（1）Wall member is sheared with lower floor（2）When being wall face, the horizontal steel framework of groove profile（4）The scope of embedded internal lobe stressed plate
（8.3）It is interior；The upper strata shears wall member（1）With lower floor's metope structure（2）When being inner wall surface, the horizontal steel framework of groove profile
（4）It is directly embedded into inner wall surface.
9. the vertical connecting structure of fabricated shear wall according to claim 8, it is characterised in that：The horizontal steel framework of groove profile
（4）Vertical side plate（4.3）With heat-insulation layer（8.2）Distance be not less than 20mm.
10. the construction method of a kind of vertical connecting structure of fabricated shear wall according to claim 1-9 any one, its
It is characterised by, construction procedure is as follows：
Step one, is designed and splits according to structural load to shearing wall member, designs each shear wall and vertically connects structure
The component made；
Step 2, the mould of the shearing wall member of assembling precast concrete is prefabricated using flat-die method, and wall member is sheared on upper strata
（1）Or lower floor's shearing wall member（2）Design attitude at reserve caulking groove（3）, upper strata shearing wall member bottom inside throw away
At least a row stretches into caulking groove（3）Vertically get rid of muscle in interior bottom（1.1）, lower floor shearing wall member inside top throw away an at least row
Stretch into caulking groove（3）Vertically get rid of muscle in interior top（2.1）；
Step 3, pours the concrete of shearing wall member, and vertically gets rid of muscle to bottom（1.1）Muscle is vertically got rid of with top（2.1）Enter
Row is cleared up and holds mantle fiber external screw thread to getting rid of throwing away for muscle；
Step 4, maintenance shearing wall member, the anti-corrosion treatment of antirust paint is carried out to getting rid of muscle；
Step 5, according to the horizontal steel framework of force design groove profile and with get rid of the sleeve that muscle is used in combination, by groove profile water in factory
The top flange plate of flat steel framework（4.1）Open up top flange plate and wear muscle hole（4.11）, in the bottom wing listrium of the horizontal steel framework of groove profile（4.2）Open
Set flange plate and wear muscle hole（4.21）；Sleeve includes top flange plate sleeve（5）With lower flange sleeve-board cylinder（6）, in sleeve processing with
The internal thread that external screw thread is engaged；
Step 6, the demoulding is rinsed：The mould of shearing wall member is removed, and is rinsed, checks, identified, then cut all of
Power wall member is transported to scene successively according to traffic program,
Step 7, lifting construction：According to Hoisting Program, lifting upper strata shearing wall member（1）Wall member is sheared to lower floor（2）It is pre-
Determine aligned in position；
Step 8, workman stands indoors first by the horizontal steel framework of groove profile（4）Caulking groove is embedded in by design attitude（3）It is interior, groove profile level
Steel framework（4）Opening and caulking groove（3）Opening is consistent towards indoor, the horizontal steel framework of groove profile（4）Top flange plate（4.1）, side plate
（4.3）With bottom wing listrium（4.2）And caulking groove（3）Surface be close to；
Step 9, then vertically gets rid of muscle by top（2.1）Muscle hole is worn through bottom wing listrium（4.21）And by lower flange sleeve-board
Cylinder fastening（6）；Muscle is vertically got rid of into bottom（1.1）Muscle hole is worn through top flange plate（4.11）And by top flange plate sleeve（5）
Fastening, connection is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710196954.8A CN106760055B (en) | 2017-03-29 | 2017-03-29 | Vertical connection structure of assembled shear wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710196954.8A CN106760055B (en) | 2017-03-29 | 2017-03-29 | Vertical connection structure of assembled shear wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760055A true CN106760055A (en) | 2017-05-31 |
| CN106760055B CN106760055B (en) | 2022-08-23 |
Family
ID=58968016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710196954.8A Active CN106760055B (en) | 2017-03-29 | 2017-03-29 | Vertical connection structure of assembled shear wall and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106760055B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355027A (en) * | 2017-08-30 | 2017-11-17 | 河北建筑工程学院 | A kind of steel and concrete shear wall assembling-type space module structural system and construction method |
| CN107605065A (en) * | 2017-08-30 | 2018-01-19 | 河北建筑工程学院 | A kind of fabricated shear wall plate, wallboard connecting structure and its construction method |
| CN109281421A (en) * | 2018-09-30 | 2019-01-29 | 美好建筑装配科技有限公司 | A kind of boxlike connection structure system for fabricated shear wall |
| WO2020019947A1 (en) * | 2018-07-24 | 2020-01-30 | 张春巍 | Vertical damping bearing connector for shear wall, and installation method therefor |
| CN111075055A (en) * | 2019-12-17 | 2020-04-28 | 上海建工集团股份有限公司 | Use method of prefabricated assembly type shear wall steel threaded sleeve |
| CN111472462A (en) * | 2019-02-27 | 2020-07-31 | 青岛腾远设计事务所有限公司 | Vertical mechanical connection method for assembled shear wall |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1171840A (en) * | 1997-08-29 | 1999-03-16 | Natl House Ind Co Ltd | Exterior wall panel |
| CN102535682A (en) * | 2012-02-16 | 2012-07-04 | 同济大学 | Replaceable connecting joint for wallboard components of precast concrete shear wall structures |
| CN104120823A (en) * | 2014-07-17 | 2014-10-29 | 长沙远大住宅工业集团有限公司 | Prefabricated sandwich type external wall panel with shear key groove box and manufacturing method of wall panel |
| CN104963432A (en) * | 2015-06-17 | 2015-10-07 | 中民筑友有限公司 | Multilayer fabricated concrete wallboard structure system |
| CN204850152U (en) * | 2015-07-20 | 2015-12-09 | 山西大学 | Vertical connection preloading device of precast concrete shear force wall |
| US20160108618A1 (en) * | 2014-10-17 | 2016-04-21 | Emin Buzimkic | Prefabricated modular rebar modules and methods of using the same |
| CN106368352A (en) * | 2016-11-10 | 2017-02-01 | 刘祥锦 | Assembly type light heat insulation wall for building outer wall |
| CN205976543U (en) * | 2016-05-31 | 2017-02-22 | 中民筑友科技投资有限公司 | Side fascia installation node |
| CN206752748U (en) * | 2017-03-29 | 2017-12-15 | 河北建筑工程学院 | A kind of vertical connecting structure of fabricated shear wall |
| CN109440973A (en) * | 2018-12-20 | 2019-03-08 | 沈阳建筑大学 | A kind of fabricated shear wall vertically connects energy-dissipation structure and its construction method |
| CN212176125U (en) * | 2020-05-06 | 2020-12-18 | 常州工程职业技术学院 | Horizontal seam of quick connect assembled shear force wall |
| CN213742924U (en) * | 2020-09-28 | 2021-07-20 | 宝业集团股份有限公司 | Structure self-waterproof door and window connecting node suitable for double-sided laminated sandwich heat-insulation wallboard |
-
2017
- 2017-03-29 CN CN201710196954.8A patent/CN106760055B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1171840A (en) * | 1997-08-29 | 1999-03-16 | Natl House Ind Co Ltd | Exterior wall panel |
| CN102535682A (en) * | 2012-02-16 | 2012-07-04 | 同济大学 | Replaceable connecting joint for wallboard components of precast concrete shear wall structures |
| CN104120823A (en) * | 2014-07-17 | 2014-10-29 | 长沙远大住宅工业集团有限公司 | Prefabricated sandwich type external wall panel with shear key groove box and manufacturing method of wall panel |
| US20160108618A1 (en) * | 2014-10-17 | 2016-04-21 | Emin Buzimkic | Prefabricated modular rebar modules and methods of using the same |
| CN104963432A (en) * | 2015-06-17 | 2015-10-07 | 中民筑友有限公司 | Multilayer fabricated concrete wallboard structure system |
| CN204850152U (en) * | 2015-07-20 | 2015-12-09 | 山西大学 | Vertical connection preloading device of precast concrete shear force wall |
| CN205976543U (en) * | 2016-05-31 | 2017-02-22 | 中民筑友科技投资有限公司 | Side fascia installation node |
| CN106368352A (en) * | 2016-11-10 | 2017-02-01 | 刘祥锦 | Assembly type light heat insulation wall for building outer wall |
| CN206752748U (en) * | 2017-03-29 | 2017-12-15 | 河北建筑工程学院 | A kind of vertical connecting structure of fabricated shear wall |
| CN109440973A (en) * | 2018-12-20 | 2019-03-08 | 沈阳建筑大学 | A kind of fabricated shear wall vertically connects energy-dissipation structure and its construction method |
| CN212176125U (en) * | 2020-05-06 | 2020-12-18 | 常州工程职业技术学院 | Horizontal seam of quick connect assembled shear force wall |
| CN213742924U (en) * | 2020-09-28 | 2021-07-20 | 宝业集团股份有限公司 | Structure self-waterproof door and window connecting node suitable for double-sided laminated sandwich heat-insulation wallboard |
Non-Patent Citations (1)
| Title |
|---|
| 杨建等: "装配式RC/ECC组合剪力墙空间结构模型设计方法研究", 《施工技术》 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355027A (en) * | 2017-08-30 | 2017-11-17 | 河北建筑工程学院 | A kind of steel and concrete shear wall assembling-type space module structural system and construction method |
| CN107605065A (en) * | 2017-08-30 | 2018-01-19 | 河北建筑工程学院 | A kind of fabricated shear wall plate, wallboard connecting structure and its construction method |
| CN107355027B (en) * | 2017-08-30 | 2023-08-08 | 新疆中鼎建设集团有限公司 | Section steel concrete shear wall assembly type space modularized structural system and construction method |
| CN107605065B (en) * | 2017-08-30 | 2023-12-05 | 国网冀北电力有限公司经济技术研究院 | Assembled shear wallboard, wallboard connecting structure and construction method thereof |
| WO2020019947A1 (en) * | 2018-07-24 | 2020-01-30 | 张春巍 | Vertical damping bearing connector for shear wall, and installation method therefor |
| CN109281421A (en) * | 2018-09-30 | 2019-01-29 | 美好建筑装配科技有限公司 | A kind of boxlike connection structure system for fabricated shear wall |
| CN111472462A (en) * | 2019-02-27 | 2020-07-31 | 青岛腾远设计事务所有限公司 | Vertical mechanical connection method for assembled shear wall |
| CN111075055A (en) * | 2019-12-17 | 2020-04-28 | 上海建工集团股份有限公司 | Use method of prefabricated assembly type shear wall steel threaded sleeve |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106760055B (en) | 2022-08-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106760055A (en) | A kind of vertical connecting structure of fabricated shear wall and its construction method | |
| CN108301561B (en) | Connection structure of assembled steel pipe concrete column shaft | |
| CN105064208B (en) | A kind of deck structrue combined with steel bridge deck by prefabricated U HPC plate and construction method thereof | |
| CN206752748U (en) | A kind of vertical connecting structure of fabricated shear wall | |
| CN103397696B (en) | Shatter-proof, prefabricated steel bar girder shear wall Temperature Variation In Buildings of Mixed Structures thing | |
| CN106703269A (en) | Prestressed concrete superimposed sheet with steel trusses and manufacturing method | |
| CN105781010B (en) | A kind of combined wall board and its cast in place and precast construction | |
| CN207700443U (en) | Exterior wall plate level has muscle grouted joint structure at a kind of fabricated shear wall architecture storey | |
| CN102433959B (en) | Prefabricated reinforced concrete structure girder for fabricated building construction | |
| CN106149937B (en) | Assembly concrete beam and its dry type connection method | |
| CN108729564A (en) | Assembled architecture system | |
| CN104264787B (en) | Prefabricated concrete member, assembled concrete member and fabricating method through straight thread and nut locking anchor grouting sleeve connection | |
| CN206707005U (en) | A kind of prefabricated PC concrete frame structure | |
| CN203452228U (en) | Frame-shear wall architectural structure | |
| CN209493826U (en) | The interim splicing structure of concrete segment precast bridge | |
| CN109440623A (en) | The interim splicing structure of concrete segment precast bridge | |
| CN105275096A (en) | Prefabricated pieced two-way slab construction method | |
| CN212534738U (en) | Truss floor plate | |
| CN207110083U (en) | Assembled architecture system | |
| CN107587605A (en) | A kind of complete precast prestressed fabricated construction and its construction method | |
| CN108951982A (en) | Assembly concrete superposed floor plate and its construction method based on cement fibrolite plate composite reinforcing steel bar skeleton | |
| CN209989989U (en) | Novel combined cast-in-place building construction system | |
| CN207260476U (en) | It is a kind of can accurately leveling installation armored concrete precast stair dry connecting device | |
| CN214833780U (en) | A-level steel wire mesh reinforced rock wool board composite disassembly-free heat preservation template | |
| CN110130485A (en) | A kind of prefabricated assembled bean column node and its assembly method with tooth plate |
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 | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240229 Address after: Unit 702, Building 1, Manjinghua Yiluan Building, No. 230 Xixiang Avenue, Longteng Community, Xixiang Street, Bao'an District, Shenzhen City, Guangdong Province, 518000 Patentee after: Shenzhen Qianxing Enterprise Management Consulting Co.,Ltd. Country or region after: China Address before: No. 13 Chaoyang Street, Zhangjiakou, Hebei, Hebei Patentee before: HEBEI University OF ARCHITECTURE Country or region before: China |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240410 Address after: 518000, 31B1, Building C3, Cuihai Garden, Qiaoxiang Road, Futian District, Shenzhen City, Guangdong Province Patentee after: Fang Yongxin Country or region after: Hong-Kong Address before: Unit 702, Building 1, Manjinghua Yiluan Building, No. 230 Xixiang Avenue, Longteng Community, Xixiang Street, Bao'an District, Shenzhen City, Guangdong Province, 518000 Patentee before: Shenzhen Qianxing Enterprise Management Consulting Co.,Ltd. Country or region before: China |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240529 Address after: 518000, Room 401, Building A, Jiatu Industrial Park, No. 2 Yijia Road, Jutang Community, Fucheng Street, Longhua District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Hongshengda Building Decoration Engineering Co.,Ltd. Country or region after: China Address before: 518000, 31B1, Building C3, Cuihai Garden, Qiaoxiang Road, Futian District, Shenzhen City, Guangdong Province Patentee before: Fang Yongxin Country or region before: Hong-Kong |
|
| TR01 | Transfer of patent right |