CN110185155A - The seam connector and dry wall system and its construction method of a kind of prefabricated components - Google Patents
The seam connector and dry wall system and its construction method of a kind of prefabricated components Download PDFInfo
- Publication number
- CN110185155A CN110185155A CN201910554082.7A CN201910554082A CN110185155A CN 110185155 A CN110185155 A CN 110185155A CN 201910554082 A CN201910554082 A CN 201910554082A CN 110185155 A CN110185155 A CN 110185155A
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- China
- Prior art keywords
- attachment base
- prefabricated
- longitudinal edge
- backboard
- panel
- 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.)
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 238000005452 bending Methods 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 8
- 238000005336 cracking Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 16
- 230000002708 enhancing effect Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004826 seaming Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4142—Elements with sockets with transverse hook- or loop-receiving parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The seam connector and dry wall system and its construction method of a kind of prefabricated components, including attachment base and main dowel；Attachment base is box shaped, including top plate and bottom plate, left panel, right panel and backboard；Distance of the backboard apart from attachment base open side is not less than 20mm, and carupace width is not less than 100mm, and backboard height is not less than 150mm；Perforation is offered respectively at left and right sides of backboard；Main dowel is in U-shape, including two longitudinal edges and horizontal edge；The longitudinal edge of main dowel is threaded through in perforation from inside to outside, and it is outer longitudinal edge section that longitudinal edge, which is located at the position on the outside of attachment base,；It is interior longitudinal edge section that longitudinal edge, which is located at the position on the inside of attachment base,；Interior longitudinal edge section is bent vertically downward, and the interior longitudinal edge section after bending is located at the inside of attachment base with horizontal edge.The prefabricated components mold that the present invention solves setting connection seam protruding bar in traditional method is complicated, the technical problem of connection seam shear behavior and cracking resistance difference after protruding bar is easily deformed and constructs in prefabricated components transport.
Description
Technical field
The invention belongs to building engineering construction field, the seam connector and dry wall system of especially a kind of prefabricated components
And its construction method.
Background technique
With the development that assembling is built, prefabricated components are sudden and violent in terms of difficulty of processing, processing quality, processing duration and cost
The problem of exposing increasingly increases.Especially need to be arranged protruding bar in prefabricated components connection seam, therefore, prefabricated components add
Tool and mould needs a large amount of apertures, to cause die form complexity, assembly and disassembly low efficiency, while in prefabricated components concrete
Situations such as spillage is easy to happen in casting process.To solve the above problems, the present invention provides a kind of seam connector, to improve
The prefabricated components mold that connection seam protruding bar need to be arranged is complicated, and protruding bar is easily deformed in prefabricated components transportational process,
Connection seam shearing resistance and cracking resistance are improved simultaneously.
Summary of the invention
The object of the present invention is to provide a kind of seam connector of prefabricated components and dry wall systems and its construction method,
The prefabricated components mold for solving traditional method setting connection seam protruding bar is complicated, overhanging steel in prefabricated components transportational process
Muscle be easily deformed and construct after connection seam shear behavior and cracking resistance difference technical problem.
To achieve the above object, the present invention adopts the following technical scheme that.
A kind of seam connector of prefabricated components, includes attachment base and main dowel；The attachment base is box shaped, including
There are top plate and bottom plate, left panel, right panel and backboard；Distance of the backboard apart from attachment base open side is not less than 20mm, backboard
Horizontal width is not less than 100mm, and the vertical height of backboard is not less than 150mm；In the plate face of the backboard, close to left and right sides position
The place of setting offers perforation respectively, and the perforation of the left and right sides is correspondingly arranged；The main dowel is in U-shape, and includes two vertical
Side and the horizontal edge being connected between two longitudinal edge ends；Wherein, the longitudinal edge of main dowel from inside to outside level be threaded through it is corresponding
In perforation, and it is outer longitudinal edge section that longitudinal edge, which is located at the position on the outside of attachment base,；It is interior vertical that longitudinal edge, which is located at the position on the inside of attachment base,
Side section；The interior longitudinal edge section is bent vertically downward, and the interior longitudinal edge section after bending is located at the inside of attachment base with horizontal edge.
Preferably, the angle between the top plate and bottom plate, left panel, right panel and backboard is in 90 ° ~ 120 ° respectively；It is described
Protrusion is provided in the plate face of backboard；The raised elongated setting of vertical pivot along backboard.
Preferably, the material of the attachment base is metal or plastics；The attachment base outer surface is rough surface or is connecting
The rib line of enhancing connection is arranged at intervals on the outer surface of joint chair.
Preferably, the quantity of the main dowel is one or two.
Preferably, the outer longitudinal edge section is bent to form vertical crotch or horizontal crotch.
Preferably, the open side of the attachment base is provided with closeouts；The surrounding side of the closeouts respectively with top plate,
Bottom plate, left panel, right panel connection, and confined space is surrounded jointly with attachment base.
Preferably, seam connector further includes having secondary dowel；The secondary dowel has one group, and level is threaded through corresponding
In perforation；Wherein, each dowel is in rectangular closed hoop, and is tightly attached on the medial surface of backboard on the inside of secondary dowel,
The outside of secondary dowel exceeds the outer surface of backboard.
A kind of dry wall system of the seam connector containing prefabricated components, includes prefabricated panel；The prefabricated panel
There are two pieces, is arranged in linear type interval；One group is vertically arranged at intervals on the side of the connecting side of two pieces of prefabricated panels
The seam connector；Wherein, the attachment base of seam connector is vertically embedded in prefabricated panel, and the opening of attachment base
It holds concordant with the side of prefabricated panel；The outer longitudinal edge section of main dowel on the attachment base is anchored in prefabricated panel；Two
Vertical reinforcement and joint concrete are equipped in the gap of block prefabricated panel；The side of the joint concrete two sides respectively with it is prefabricated
The corresponding side surface of wallboard is concordant.
A kind of construction method of dry wall system, including steps are as follows.
Seam connector is embedded in prefabricated panel, is transported to construction site by step 1.
Interior longitudinal edge section and the upward horizontal buckling of horizontal edge in seam connector is formed u tie by step 2, clears up seam
Slurry in connector inside attachment base.
The prefabricated panel of the connector containing seam is fixed at design position, makes the U-shaped on contiguous prefabricated wallboard by step 3
The corresponding overlap joint of hoop, forms circumferential band.
Step 4 is provided with vertical reinforcement in the gap between contiguous prefabricated wallboard, and is plugged on vertical reinforcement
In circumferential band.
Template is arranged in step 5, the gap location between contiguous prefabricated wallboard；Template has two pieces, is arranged in gap
Front and rear sides, and it is overlapped on the both ends of template respectively on the prefabricated panel of two sides.
Step 6, pours joint concrete, and by the concrete curing connect in gap to design strength.
Preferably, in step 1, it is as follows that seam connector is embedded in the step in prefabricated panel.
Step 1, the template of prefabricated panel is installed.
Step 2, the template of seam connector and prefabricated panel is fixed；Wherein, hole, seam connector are opened up on backboard
It is fixed, and is tightly attached in template by the template of the connection peg and prefabricated panel that are threaded through in hole.
Step 3, the reinforcing bar for binding prefabricated panel fixes the reinforcing bar of prefabricated panel and seam connector.
Step 4, prefabricated panel concrete is poured；So far construction finishes.
Compared with prior art the invention has the characteristics that and beneficial effect.
1, the seam connector of prefabricated components of the invention can be embedded on prefabricated panel, when contiguous prefabricated wallboard carries out
When connection, the main dowel on contiguous prefabricated wallboard is overlapped, circumferential band is formed, vertical reinforcement is plugged in circumferential band,
The prefabricated panel of two sides can be reliably connected by then casting concrete, avoided to open up in the side of prefabricated panel and worn connection
The hole of muscle, this method is easy to operate, not only avoids and stirrup is arranged in seaming position, and it is overhanging to also solve setting connection seam
The technical problem of the prefabricated components mold complexity of reinforcing bar.
2, prefabricated panel of the invention during transportation can bend downward interior longitudinal edge section and horizontal edge, make interior longitudinal edge section and
Horizontal edge is located in the box of attachment base, and seals up closeouts in the open side of box；It is torn open after prefabricated panel is transported to job location
Except the interior longitudinal edge section and the upward horizontal buckling of horizontal edge in seam connector are carried out next step construction, this operation side by closeouts
Method avoids protruding bar and is damaged in transit, solves the skill that protruding bar is easily deformed in prefabricated components transportational process
Art problem.
3, the present invention is provided with protrusion on the backboard of attachment base, and attachment base uses outer surface for the material of rough surface
It is made or is arranged at intervals on the outer surface of attachment base the rib line of enhancing connection, these design forms, which are conducive to increase, to be connected
Connect device rigidity and with the shearing resistance of the adhesive property of prefabricated components concrete and seam and cracking resistance.
4, time dowel is arranged in the present invention on attachment base, and secondary dowel level is threaded through in corresponding perforation；Wherein, often
A secondary dowel is in rectangular closed hoop, and is tightly attached on the medial surface of backboard on the inside of secondary dowel, the outside of secondary dowel
The part of outer surface beyond backboard, outer surface of the secondary dowel beyond backboard is embedded in prefabricated panel, can replace prefabricated structure
Stirrup inside part, prefabricated components inside stirrup spacing and effect are unaffected.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the structural schematic diagram that main dowel is arranged in attachment base in the present invention.
Fig. 2 is the structural schematic diagram after the interior longitudinal edge section of main dowel in the present invention is bent vertically downward.
Fig. 3 is the structural schematic diagram that rib line is arranged in the present invention on attachment base outer surface.
Fig. 4 is that the outer longitudinal edge section of main dowel in the present invention is bent to form the structural schematic diagram of vertical crotch.
Fig. 5 be main dowel in the present invention outer longitudinal edge section and interior longitudinal edge Duan Jun bend vertically downward after structural representation
Figure.
Fig. 6 is that the outer longitudinal edge section of main dowel in the present invention is bent to form the structural schematic diagram of horizontal crotch.
Fig. 7 is that the outer longitudinal edge section of main dowel in the present invention is bent to form horizontal crotch, and interior longitudinal edge Duan Jun is vertically downward
Structural schematic diagram after bending.
Fig. 8 be dorsulum of the present invention plate face on be provided with protrusion structural schematic diagram.
Fig. 9 is the structural schematic diagram after the outer longitudinal edge section of main dowel in Fig. 8 is bent vertically downward.
Figure 10 be dorsulum of the present invention plate face on offer the structural schematic diagram of perforation.
Figure 11 is the structural schematic diagram that protrusion is arranged in backboard plate face in Figure 10.
Figure 12 is the structural schematic diagram that time dowel is arranged on attachment base of the invention.
Figure 13 is that the angle in the present invention between the top plate and bottom plate of attachment base, left panel, right panel and backboard is greater than 90 °
When structural schematic diagram.
Figure 14 is the structural schematic diagram after the interior longitudinal edge Duan Jun in Figure 13 is bent vertically downward.
Figure 15 is that the open side of attachment base in the present invention is provided with the structural schematic diagram of closeouts.
Figure 16 is that seam connector is embedded in the structural schematic diagram on prefabricated panel in the present invention.
Figure 17 is the structural schematic diagram of dry wall system in the present invention.
Appended drawing reference: 1- attachment base, 1.1- top plate, 1.2- bottom plate, 1.3- left panel, 1.4- right panel, 1.5-
Longitudinal edge section, 2.1.3- in the outer longitudinal edge section of backboard, 1.6- closeouts, the main dowel of 2-, 2.1- longitudinal edge, 2.1.1-, 2.1.2-
Vertical crotch, the horizontal crotch of 2.1.4-, 2.2- horizontal edge, 3- perforation, 4- rib line, 5- protrusion, 6- dowel, 7- are pre-
Wallboard processed, 8- seam connector, 9- vertical reinforcement, 10- joint concrete.
Specific embodiment
As shown in figures 1-15, the seam connector of this prefabricated components includes attachment base 1 and main dowel 2；The company
Joint chair 1 is box shaped, includes top plate 1.1, bottom plate 1.2, left panel 1.3, right panel 1.4 and backboard 1.5；The backboard 1.5 away from
It is not less than 20mm with a distance from 1 open side of attachment base, 1.5 horizontal width of backboard is not less than 100mm, the vertical height of backboard 1.5
Not less than 150mm；In the plate face of the backboard 1.5, offer perforation 3, and left and right two respectively at the position of the left and right sides
The perforation 3 of side is correspondingly arranged；The main dowel 2 is in U-shape, and includes two longitudinal edges 2.1 and to be connected to two 2.1 ends of longitudinal edge
Between horizontal edge 2.2；Wherein, level is threaded through in corresponding perforation 3 longitudinal edge 2.1 of main dowel 2 from inside to outside, and longitudinal edge
2.1 positions for being located at 1 outside of attachment base are outer longitudinal edge section 2.1.1；The position that longitudinal edge 2.1 is located at 1 inside of attachment base is interior longitudinal edge
Section 2.1.2；The interior longitudinal edge section 2.1.2 is bent vertically downward, and the interior longitudinal edge section 2.1.2 after bending is located at company with horizontal edge 2.2
The inside of joint chair 1.
Angle in the present embodiment, between the top plate 1.1, bottom plate 1.2, left panel 1.3, right panel 1.4 and backboard 1.5
It is respectively in 90 ° ~ 120 °.
In the present embodiment, the backboard 1.5 is to be provided with protrusion 5 in plane or the plate face of backboard 1.5；Described raised 5
Along the elongated setting of the vertical pivot of backboard 1.5.
In the present embodiment, the material of the attachment base 1 is metal or plastics；1 outer surface of attachment base be rough surface or
Person is arranged at intervals with the rib line 4 of enhancing connection on the outer surface of attachment base 1.
In the present embodiment, the quantity of the main dowel 2 is one or two.
In the present embodiment, the outer longitudinal edge section 2.1.1 is bent to form vertical crotch 2.1.3 or horizontal crotch 2.1.4.
In the present embodiment, the open side of the attachment base 1 is provided with closeouts 1.6；The surrounding side of the closeouts 1.6
It is connect respectively with top plate 1.1, bottom plate 1.2, left panel 1.3, right panel 1.4, and surrounds confined space jointly with attachment base 1.
It further include having secondary dowel 6 in the present embodiment；The secondary dowel 6 has one group, and level is threaded through corresponding perforation
In 3；Wherein, each dowel 6 is in rectangular closed hoop, and the inside of secondary dowel 6 is tightly attached to the medial surface of backboard 1.5
On, the outside of secondary dowel 6 exceeds the outer surface of backboard 1.5.
As shown in figure 17, the dry wall system of this seam connector containing prefabricated components, includes prefabricated panel 7；
The prefabricated panel 7 has two pieces, is arranged in linear type interval；On the side of the connecting side of two pieces of prefabricated panels 7 vertically
Seam connector 8 described in being arranged at intervals with one group；Wherein, the attachment base 1 of seam connector 8 is vertically embedded in prefabricated panel 7
In, and the open end of attachment base 1 is concordant with the side of prefabricated panel 7；The outer longitudinal edge of main dowel 2 on the attachment base 1
Section 2.1.1 is anchored in prefabricated panel 7；Vertical reinforcement 9 and joint concrete 10 are equipped in the gap of two pieces of prefabricated panels 7；
The side of 10 two sides of joint concrete is concordant with the corresponding side surface of prefabricated panel 7 respectively.
The construction method of this dry wall system, including steps are as follows.
Seam connector 8 is embedded in prefabricated panel 7, is transported to construction site by step 1.
Interior longitudinal edge section 2.1.2 and the upward horizontal buckling of horizontal edge 2.2 in seam connector 8 is formed u tie by step 2,
Clear up the slurry in seam connector 8 inside attachment base 1.
The prefabricated panel 7 of connector containing seam 8 is fixed at design position by step 3, is made on contiguous prefabricated wallboard 7
The corresponding overlap joint of u tie, forms circumferential band.
Step 4 is provided with vertical reinforcement 9 in the gap between contiguous prefabricated wallboard 7, and makes 9 grafting of vertical reinforcement
In circumferential band.
Template is arranged in step 5, the gap location between contiguous prefabricated wallboard 7；Template has two pieces, is arranged in gap
Front and rear sides, and be overlapped on the both ends of template respectively on the prefabricated panel 7 of two sides.
Step 6, pours joint concrete 10, and by the concrete curing connect in gap to design strength.
In the present embodiment, in step 1, the step that seam connector 8 is embedded in prefabricated panel 7 is as follows.
Step 1, the template of prefabricated panel 7 is installed.
Step 2, seam connector 8 and the template of prefabricated panel 7 are fixed；Wherein, hole, seam are opened up on backboard 1.5
Connector 8 is fixed by the template of the connection peg and prefabricated panel 7 that are threaded through in hole, and is tightly attached in template.
Step 3, the reinforcing bar for binding prefabricated panel 7, the reinforcing bar of prefabricated panel 7 and seam connector 8 is fixed.
Step 4,7 concrete of prefabricated panel is poured, and joint concrete 10 is conserved to design strength；So far it has constructed
Finish.
In the present embodiment, the size of attachment base 1 generally can be bigger, but is not the logical height of whole wall；The thickness of attachment base 1 is general
Not less than 20mm, preferably 30 ~ 60mm；It is realized when being difficult to increase thickness by increasing protrusion 5.The width of attachment base 1 subtracts for wall thickness
Remove 40mm or so, typically no less than 100mm；The height of attachment base 1 is usually 150mm ~ 400mm；Of vertically-adjacent two connections
Spacing between device is greater than twice of connector height, usually the mm range of 400 mm ~ 1000.
In the present embodiment, the closeouts 1.6 are adhesive tape or are film.
Claims (10)
1. a kind of seam connector of prefabricated components, it is characterised in that: include attachment base (1) and main dowel (2)；The company
Joint chair (1) is box shaped, includes top plate (1.1), bottom plate (1.2), left panel (1.3), right panel (1.4) and backboard (1.5)；Institute
Distance of the backboard (1.5) apart from attachment base (1) open side is stated not less than 20mm, backboard (1.5) horizontal width is not less than 100mm,
The vertical height of backboard (1.5) is not less than 150mm；It is opened respectively in the plate face of the backboard (1.5), at the position of the left and right sides
Perforation (3) equipped with perforation (3), and the left and right sides is correspondingly arranged；The main dowel (2) is in U-shape, and includes two longitudinal edges
(2.1) and the horizontal edge (2.2) that is connected between two longitudinal edge (2.1) ends；Wherein, the longitudinal edge (2.1) of main dowel (2) is by interior
And outer level is threaded through in corresponding perforation (3), and it is outer longitudinal edge section that longitudinal edge (2.1), which is located at the position on the outside of attachment base (1),
(2.1.1)；It is interior longitudinal edge section (2.1.2) that longitudinal edge (2.1), which is located at the position on the inside of attachment base (1),；The interior longitudinal edge section (2.1.2)
It bends vertically downward, and the interior longitudinal edge section (2.1.2) after bending is located at the inside of attachment base (1) with horizontal edge (2.2).
2. the seam connector of prefabricated components according to claim 1, it is characterised in that: the top plate (1.1), bottom plate
(1.2), the angle between left panel (1.3), right panel (1.4) and backboard (1.5) is in 90 ° ~ 120 ° respectively；The backboard
(1.5) raised (5) are provided in plate face；It is described protrusion (5) along backboard (1.5) the elongated setting of vertical pivot.
3. the seam connector of prefabricated components according to claim 1, it is characterised in that: the material of the attachment base (1)
For metal or plastics；Rough surface is in attachment base (1) outer surface or increasing is arranged at intervals on the outer surface of attachment base (1)
The rib line (4) of strong ties.
4. the seam connector of prefabricated components according to claim 1, it is characterised in that: the number of the main dowel (2)
Amount is one or two.
5. the seam connector of prefabricated components according to claim 1, it is characterised in that: the outer longitudinal edge section (2.1.1)
It is bent to form vertical crotch (2.1.3) or horizontal crotch (2.1.4).
6. the seam connector of prefabricated components according to claim 1, it is characterised in that: the opening of the attachment base (1)
Side is provided with closeouts (1.6)；The surrounding side of the closeouts (1.6) respectively with top plate (1.1), bottom plate (1.2), left panel
(1.3), right panel (1.4) connects, and surrounds confined space jointly with attachment base (1).
7. the seam connector of prefabricated components according to claim 1, it is characterised in that: further include having secondary dowel (6)；
The secondary dowel (6) has one group, and level is threaded through in corresponding perforation (3)；Wherein, each dowel (6) is sealed in rectangle
Hoop is closed, and is tightly attached on the medial surface of backboard (1.5) on the inside of secondary dowel (6), the outside of secondary dowel (6) exceeds backboard
(1.5) outer surface.
8. a kind of dry wall system of the seam connector containing prefabricated components described in any one of claim 1-7, packet
Prefabricated panel (7) are included；It is characterized by: the prefabricated panel (7) there are two pieces, it is arranged in linear type interval；It is prefabricated at two pieces
Seam connector (8) described in being vertically arranged at intervals with one group on the side of the connecting side of wallboard (7)；Wherein, seam connects
The attachment base (1) for connecing device (8) is vertically embedded in prefabricated panel (7), and the open end of attachment base (1) and prefabricated panel (7)
Side it is concordant；The outer longitudinal edge section (2.1.1) of main dowel (2) on the attachment base (1) is anchored in prefabricated panel (7)；
Vertical reinforcement (9) and joint concrete (10) are equipped in the gap of two pieces of prefabricated panels (7)；The joint concrete (10) two
The side of side is concordant with the corresponding side surface of prefabricated panel (7) respectively.
9. a kind of construction method of the dry wall system in claim 8, which is characterized in that comprise the following steps that
Seam connector (8) is embedded in prefabricated panel (7), is transported to construction site by step 1；
Step 2, by seam connector (8) interior longitudinal edge section (2.1.2) and horizontal edge (2.2) upward horizontal buckling, formed U-shaped
Hoop clears up the slurry that attachment base (1) is internal in seam connector (8)；
The prefabricated panel (7) for containing seam connector (8) is fixed at design position, makes on contiguous prefabricated wallboard (7) by step 3
The corresponding overlap joint of u tie, form circumferential band；
Step 4 is provided with vertical reinforcement (9) in the gap between contiguous prefabricated wallboard (7), and inserts vertical reinforcement (9)
It connects in circumferential band；
Template is arranged in step 5, the gap location between contiguous prefabricated wallboard (7)；Template has two pieces, is arranged in gap
Front and rear sides, and it is overlapped on the both ends of template respectively on the prefabricated panel (7) of two sides；
Step 6 pours joint concrete (10), and by the concrete curing connect in gap to design strength.
10. construction method according to claim 9, it is characterised in that: in step 1, seam connector (8) is embedded in
Step in prefabricated panel (7) is as follows:
Step 1, the template of prefabricated panel (7) is installed；
Step 2, seam connector (8) and the template of prefabricated panel (7) are fixed；Wherein, hole is opened up on backboard (1.5), connect
Seam connector (8) is fixed by the connection peg and the template of prefabricated panel (7) being threaded through in hole, and is tightly attached in template；
Step 3, the reinforcing bar for binding prefabricated panel (7), the reinforcing bar of prefabricated panel (7) and seam connector (8) is fixed；
Step 4, prefabricated panel (7) concrete is poured；So far construction finishes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910554082.7A CN110185155B (en) | 2019-06-25 | 2019-06-25 | Joint connector of prefabricated part, prefabricated wall system and construction method of prefabricated wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910554082.7A CN110185155B (en) | 2019-06-25 | 2019-06-25 | Joint connector of prefabricated part, prefabricated wall system and construction method of prefabricated wall system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110185155A true CN110185155A (en) | 2019-08-30 |
| CN110185155B CN110185155B (en) | 2024-03-15 |
Family
ID=67723197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910554082.7A Active CN110185155B (en) | 2019-06-25 | 2019-06-25 | Joint connector of prefabricated part, prefabricated wall system and construction method of prefabricated wall system |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1589156A2 (en) * | 2004-02-11 | 2005-10-26 | Pfeifer Holding GmbH & Co. KG | Element for connecting prefinished concrete elements |
| CN104153486A (en) * | 2014-08-30 | 2014-11-19 | 刘家文 | Precast concrete wall component and connecting method |
| CN104264786A (en) * | 2014-09-29 | 2015-01-07 | 中铁四局集团有限公司 | Steel bar connection mode of prefabricated concrete member and application thereof |
| CN104763074A (en) * | 2015-03-17 | 2015-07-08 | 西安建筑科技大学 | Rough surface connection based assembly steel fiber regeneration brick concrete wall and construction method thereof |
| CN210263426U (en) * | 2019-06-25 | 2020-04-07 | 中国建筑标准设计研究院有限公司 | Prefabricated component's seam connector and prefabricated wall system |
-
2019
- 2019-06-25 CN CN201910554082.7A patent/CN110185155B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1589156A2 (en) * | 2004-02-11 | 2005-10-26 | Pfeifer Holding GmbH & Co. KG | Element for connecting prefinished concrete elements |
| CN104153486A (en) * | 2014-08-30 | 2014-11-19 | 刘家文 | Precast concrete wall component and connecting method |
| CN104264786A (en) * | 2014-09-29 | 2015-01-07 | 中铁四局集团有限公司 | Steel bar connection mode of prefabricated concrete member and application thereof |
| CN104763074A (en) * | 2015-03-17 | 2015-07-08 | 西安建筑科技大学 | Rough surface connection based assembly steel fiber regeneration brick concrete wall and construction method thereof |
| CN210263426U (en) * | 2019-06-25 | 2020-04-07 | 中国建筑标准设计研究院有限公司 | Prefabricated component's seam connector and prefabricated wall system |
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