CN108915125A - A kind of slide hinged connection structure and its construction method of lightweight wall plate - Google Patents
A kind of slide hinged connection structure and its construction method of lightweight wall plate Download PDFInfo
- Publication number
- CN108915125A CN108915125A CN201810870927.9A CN201810870927A CN108915125A CN 108915125 A CN108915125 A CN 108915125A CN 201810870927 A CN201810870927 A CN 201810870927A CN 108915125 A CN108915125 A CN 108915125A
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- Prior art keywords
- wall plate
- lightweight wall
- steel
- bolt
- vertical connector
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- 238000010276 construction Methods 0.000 title claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 113
- 239000010959 steel Substances 0.000 claims abstract description 113
- 239000000463 material Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 9
- 238000005452 bending Methods 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 4
- 239000013013 elastic material Substances 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 4
- 239000012858 resilient material Substances 0.000 claims description 3
- 230000007704 transition Effects 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/821—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
A kind of slide hinged connection structure and its construction method of lightweight wall plate, including structural upright, structural beams, floor, lightweight wall plate, top channel steel is equipped on the upside of lightweight wall plate top end face, the lower clan of structural beams sets in the channel steel of top, the downside surface of top channel steel is fixedly connected with the vertical connector in top, the top end part aperture of lightweight wall plate, which is crossed, is fixedly connected with gib headed bolt, it is slidably connected between the upper end and structural beams of lightweight wall plate by top channel steel, bottom angle steel is arranged in lightweight wall plate bottom end, the vertical connector in the spaced bottom end of bottom angle steel, bottom angle steel is fixedly connected by floor fastener inserts with floor.It is flexibly connected between lightweight wall plate and the inside of structural upright.The present invention proposes for the upper and lower boundary condition of ALC wallboard to be configured to the connection status that one end is slided, one end is hinged, realizes the compatibility of deformation between ALC wallboard and steel frame, have the characteristics that safe, applicable, durable.
Description
Technical field
The present invention relates to a kind of wallboard and structure connecting node, it is especially a kind of suitable for assembling type steel structure building
ALC wallboard and the slide hinged structure of steel frame and its construction method.
Background technique
Currently, assembled architecture is quickly grown, the solution but many problems require study, wherein going along with sb. to guard him ALC wallboard and knot
The connection of structure is a key content.Since steel frame bullet itself is moulded, thus opposite reinforced concrete structure, specification permission
Storey sidesway is larger.But the rigidity of ALC wallboard is larger, the permitted bending or shear-deformable smaller of wallboard cracking, so that steel
Frame is difficult to coordinate to match with the endurance and stiffness of ALC wallboard.
To enable ALC wallboard to well adapt to the side-move distortion of main structure, it is widely regarded as using " flexible connection "
The reasonable connection type that wallboard and main structure should use.And how to realize flexible connection, while can guarantee that the safety of connection can
By being an important subject.The relatively advanced reasonable joint form proposed at present, i.e. Self-resetting shock-absorption wave node, but structure
Make it is relative complex, it is relatively high to the required precision of fabrication and installation, and also need to do repairing treatment in position of joints.
Summary of the invention
The object of the present invention is to provide the slide hinged connection structure and its construction method of a kind of lightweight wall plate, to solve existing
Complexity is constructed with the presence of the flexible connection node of ALC wallboard and beam-to-column connection, the required precision of fabrication and installation is higher, node
Position also needs the technical issues of doing repairing treatment.
To achieve the above object, the present invention adopts the following technical scheme that：
A kind of slide hinged connection structure of lightweight wall plate, the structural beams including structural upright, upside by the left and right sides with
And the structure steel framework that the floor of downside is enclosed, it further include the lightweight wall plate inside structure steel framework,
The width direction of lateral edge wallboard is elongated on the lightweight wall plate top end face is equipped with horizontal top channel steel, the top channel steel
Opening upwards, be centrally located in the thickness direction of wallboard, the lower clan of structural beams sets in the channel steel of top and is clamped with it,
The downside surface of the top channel steel is fixedly connected with one group and vertically connects along the top spaced top of channel steel length direction
The inner surface of the vertical connector in top, the top end part of the lightweight wall plate are close in part, the top end part outside of the lightweight wall plate
Aperture, which is crossed, is fixedly connected with gib headed bolt, and the left side or right side of the vertical connector in top, institute is arranged in the gib headed bolt
The both ends for stating gib headed bolt are stretched out inside and outside lightweight wall plate respectively, and the inner end of gib headed bolt is anchored by nut, gib head spiral shell
The outer end of bolt is formed by bending the crotch for being stuck in the vertical connector outer surface in top, and the upper end of the lightweight wall plate and structure are horizontal
It is slidably connected between beam by top channel steel,
The lightweight wall plate bottom end is arranged in a one-to-one correspondence along elongated be connected with of width direction of wallboard with the vertical connector in top
Horizontal bottom angle steel, the opening of the bottom angle steel inwardly, is connected to bottom angle steel on the outside of the bottom end of lightweight wall plate
Inside angle part, the bottom angle steel outer surface are fixedly connected with the spaced bottom end of one group of length direction along bottom angle steel
Vertical connector, the bottom corner ladle include transverse slat and riser, and the outside of riser is close in the bottom of the vertical connector in bottom end
Surface is simultaneously firmly connected with it, and the top of the vertical connector in bottom end is close to the outer surface of lightweight wall plate and by anchoring into advance gently
Horizontal pre-embedded bolt bolt in matter wallboard,
The width of the transverse slat is greater than the width of lightweight wall plate, and the inside that the medial end of transverse slat stretches out lightweight wall plate, which is formed, to be stretched out
Portion, the extension are fixedly connected by floor fastener inserts with floor, the floor fastener inserts and the vertical connector in bottom end
It is arranged in a one-to-one correspondence, the floor fastener inserts include horizontal embedded board and vertically connect bolt, outside the horizontal embedded board
It is fixedly connected on the downside of the uper side surface of end and extension, the inner end of horizontal embedded board penetrates vertical connection spiral shell by aperture
Bolt is fixedly connected with floor,
It is the flexible connection of filling resilient material, the bottom corner between the lightweight wall plate of most edge and the inside of structural upright
The gap to be formed between bottom angle steel and floor is paved by horizontal embedded board on the downside of steel extension, is filled with mortar in the gap
Material.
The structural beams are H profile steel, slot bottom of the lower flange board of the H profile steel in top channel steel, the lower flange
The width of plate and the groove width of top channel steel are adapted.
The lightweight wall plate is spliced by one group of ALC unit wall or so.
The vertical connector in top is made of steel plate, and every ALC unit wall is arranged one.
For the vertical connector in bottom end by steel plate bending at top, middle part and bottom three parts, middle part is top and bottom
Transition part, the lower section of the vertical connector in the vertical connector face in bottom end top.
The structural upright is H profile steel or Flat steel pipe.
The bottom angle steel is unequal angle, and the width of the transverse slat is greater than the height of riser.
The elastic material is foamed glue.
A kind of construction method of the slide hinged connection structure of lightweight wall plate, construction procedure are as follows：
Step 1 is vertically connected in factory process structural upright, structural beams, lightweight wall plate, the vertical connector in top and bottom end
The top of part, lightweight wall plate opens up the bolt hole of gib headed bolt by design requirement interval and penetrates gib headed bolt, corresponding in bottom
Bury the screw rod of horizontal pre-embedded bolt in top；The vertical connector in simultaneous processing top is welded to the downside of top channel steel；Bottom
Hold the bolt hole that horizontal pre-embedded bolt is opened up on vertical connector；
Step 2, site operation structural upright, structural beams and floor, according to the pre-buried vertical connection spiral shell of design requirement in floor
Then aperture on horizontal embedded board is passed through screw rod and fallen and sets upside in floor and by pre-buried vertical connection bolt by the screw rod of bolt
Nut tighten；
Step 3 will have the opening up lower flange for blocking structural beams of top channel steel of the vertical connector in top, by lightweight
The outside of wallboard abuts the inside of the vertical connector in top, and the screw rod for then rotating gib headed bolt finds angle and tightens light weight wall
Nut on the inside of plate is fixed, and is made the oblique outside for being stuck in the vertical connector in top of gib headed bolt, is formed the top of wallboard slidably
Connection；
The extension of bottom angle steel is connect with horizontal embedded board inner end by fillet welding, forms the bottom of lightweight wall plate by step 4
Endpoint props up the basis hingedly taken root；
Step 5 rests upon the bottom of lightweight wall plate on the angle steel of bottom, and the outer corners of lightweight wall plate are close to bottom corner
The inside of steel；
Step 6, the bolt hole of horizontal pre-embedded bolt is then by will be horizontal on the horizontal pre-embedded bolt alignment vertical connector in bottom end
The nut of pre-embedded bolt tightens the top bolt to form the vertical connector in bottom end, the bottom end point branch articulated connection of lightweight wall plate；
The bottom inside of the vertical connector in bottom end is connect with the outside of the riser of bottom angle steel by fillet welding by step 7；
Step 8, lightweight wall plate are vertically connected with the gap at position with structure and are tamped using mortar material.
Compared with prior art the invention has the characteristics that and beneficial effect：
Slide hinged connection structure of the invention includes the top of ALC wallboard, by channel steel and gib headed bolt by wallboard and structure
Crossbeam connects, and the U-shaped mouth for abandoning one channel steel of the prior art blocks the technology of ALC wallboard downward, using channel steel U-shaped opening court
On block the lower flanges of structural beams, such ALC wallboard can be waved along crossbeam is free to slide；ALC wallboard bottom end, then pass through bottom
It holds vertical connector, bottom angle steel and floor fastener inserts that wallboard and floor are formed point branch articulated connection, makes ALC wallboard
Upper and lower boundary condition forms the connection status that one end is slided, one end is hinged.
The ALC wallboard adjacent with structural upright in the present invention, the elastic packings material such as filling-foam glue between column and wallboard
Material forms flexible connection.In this way, ALC wallboard can well adapt to biggish structure storey sidesway, prevent wall in interlayer position
Shifting angle is cracked when larger, is influenced using function.
The present invention gives assembled architecture especially assembling type steel structure to build, and provides between a kind of ALC wallboard and structure
Novel interconnection technique, clearly propose for the upper and lower boundary condition of ALC wallboard to be configured to one end sliding, the hinged connection in one end
State clearly realizes the compatibility of deformation between ALC wallboard and steel frame, has the characteristics that safe, applicable, durable, has very
Good popularization and practical value can generate good economic benefit after extensive popularization and application.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the connection schematic diagram of lightweight wall plate and steel frame of the present invention.
Fig. 2 is the enlarged drawing being slidably connected at A in Fig. 1.
Fig. 3 is the structural schematic diagram of C-C section in Fig. 2.
Fig. 4 is the enlarged drawing of hinged connection at B in Fig. 1.
Fig. 5 is the structural schematic diagram of D-D section in Fig. 4.
Fig. 6 is the structural schematic diagram of E-E section in Fig. 5.
Appended drawing reference：1- structural upright, 2- structural beams, the top 3- channel steel, 4- gib headed bolt, the top 5- are vertical
Connector, 6- elastic material, 7- lightweight wall plate, the vertical connector in the bottom end 8-, the bottom 9- angle steel, 91- transverse slat, 92- are perpendicular
Plate, 10- floor, the horizontal pre-embedded bolt of 11-, the horizontal embedded board of 12-, 13- vertically connect bolt, 14- mortar material.
Specific embodiment
Embodiment is referring to shown in Fig. 1-6, a kind of slide hinged connection structure of lightweight wall plate, including the knot by the left and right sides
The structure steel framework that the floor 10 of structure column 1, the structural beams 2 of upside and downside is enclosed further includes being located at structure steel framework
Internal lightweight wall plate 7.The lightweight wall plate 7 is spliced by one group of ALC unit wall or so.In the present embodiment, unit wallboard
Totally five.
The width direction of lateral edge wallboard is elongated on 7 top end face of lightweight wall plate is equipped with horizontal top channel steel 3, the top
The opening upwards of portion's channel steel 3 are centrally located in the thickness direction of wallboard, and the lower clan of structural beams 2 sets in top channel steel 3 simultaneously
It is clamped with it, the downside surface of the top channel steel 3 is fixedly connected with one group along the spaced top of 3 length direction of top channel steel
Vertical connector 5 is held, the inner surface of the vertical connector 5 in top, the lightweight are close on the outside of the top end part of the lightweight wall plate 7
The top end part aperture of wallboard 7, which is crossed, is fixedly connected with gib headed bolt 4, and the vertical connector 5 in top is arranged in the gib headed bolt 4
The both ends on left side or right side, the gib headed bolt 4 are stretched out inside and outside lightweight wall plate respectively, and the inner end of gib headed bolt 4 is logical
Nut anchoring is crossed, the outer end of gib headed bolt is formed by bending the crotch for being stuck in vertical 5 outer surface of connector in top, the light weight wall
It is slidably connected between the upper end and structural beams 2 of plate 7 by top channel steel.
In the present embodiment, the structural upright 1 is H profile steel or Flat steel pipe.The structural beams 2 are H profile steel, the H-type
In the slot bottom of top channel steel 3, the width of the bottom wing listrium and the groove width of top channel steel 3 are adapted the lower flange board of steel.Institute
It states the vertical connector 5 in top to be made of steel plate, every ALC unit wall is arranged one, totally five.
7 bottom end of lightweight wall plate elongated is connected with and the vertical connector in top 5 one is a pair of along the width direction of wallboard
The horizontal bottom angle steel 9 that should be arranged, the opening of the bottom angle steel 9 inwardly, are connected to bottom on the outside of the bottom end of lightweight wall plate 7
The inside angle part of portion's angle steel 9,9 outer surface of bottom angle steel are fixedly connected with one group between the length direction of bottom angle steel 9
Every the vertical connector 8 in the bottom end of setting, the bottom angle steel 9 includes transverse slat 91 and riser 92, the vertical connector 8 in bottom end
Bottom is close to the outer surface of riser 92 and is firmly connected with it, and the outer of lightweight wall plate 7 is close at the top of the vertical connector 8 in bottom end
Side surface is simultaneously bolted by anchoring into the horizontal pre-embedded bolt 11 in lightweight wall plate in advance.
In the present embodiment, the bottom angle steel 9 is unequal angle, and the width of the transverse slat 91 is greater than the height of riser 92
Degree.
In the present embodiment, the vertical connector 8 in bottom end is by steel plate bending at top, middle part and bottom three parts, middle part
For the transition part of top and bottom, the lower section of the vertical vertical connector 5 in 8 face top of connector in bottom end.Every ALC unit
Wall is arranged one, totally five.
The width of the transverse slat 91 is greater than the width of lightweight wall plate 7, and the medial end of transverse slat 91 stretches out the interior of lightweight wall plate
Side forms extension, and the extension is fixedly connected by floor fastener inserts with floor 10, the floor fastener inserts and bottom
Vertical connector 8 is held to be arranged in a one-to-one correspondence, the floor fastener inserts include horizontal embedded board 12 and vertical connection bolt 13, institute
It states and is fixedly connected on the downside of the uper side surface and extension of the outer end of horizontal embedded board 12, the inner end of horizontal embedded board 12 is logical
It crosses aperture and penetrates vertical connection bolt 13 and be fixedly connected with floor 10.Floor fastener inserts totally five in the present embodiment.
It is the flexible connection of filling resilient material 6, institute between the lightweight wall plate 7 of most edge and the inside of structural upright 1
It states and the gap to be formed between bottom angle steel 9 and floor 10, the sky is paved by horizontal embedded board 12 on the downside of 9 extension of bottom angle steel
Mortar material 14 is filled in gap.The elastic material 6 is foamed glue.
The construction method of the slide hinged connection structure of this lightweight wall plate, construction procedure are as follows：
Step 1, it is vertical in factory process structural upright 1, structural beams 2, lightweight wall plate 7, the vertical connector 5 in top and bottom end
The top of connector 8, lightweight wall plate 7 opens up the bolt hole of gib headed bolt 4 by design requirement interval and penetrates gib headed bolt, the bottom of at
Bury at corresponding top the screw rod of horizontal pre-embedded bolt 11 in portion；The vertical connector 5 in simultaneous processing top is welded to top channel steel
3 downside；The vertical connector 8 in processing bottom end and the bolt hole for opening up horizontal pre-embedded bolt 11.
Step 2, site operation structural upright 1, structural beams 2 and floor 10 are pre-buried according to design requirement in floor 10
The screw rod of vertical connection bolt 13, then falls the upside set in floor 10 across screw rod for aperture on horizontal embedded board 12 and passes through
The nut of pre-buried vertical connection bolt 13 is tightened.
Step 3 will have the opening up lower flange for blocking structural beams 2 of top channel steel 3 of the vertical connector 5 in top,
The outside of lightweight wall plate 7 is abutted to the inside of the vertical connector 5 in top, the screw rod for then rotating gib headed bolt 4 finds angle simultaneously
The nut for tightening 7 inside of lightweight wall plate is fixed, and is made the oblique outside for being stuck in the vertical connector 5 in top of gib headed bolt 4, is formed wallboard
Top slidable connection.
The extension of bottom angle steel 9 is connect with horizontal 12 inner end of embedded board by fillet welding by step 4, forms light weight wall
The bottom end point of plate props up the basis hingedly taken root.
Step 5 rests upon the bottom of lightweight wall plate 7 on the angle steel of bottom, and the outer corners of lightweight wall plate are close to bottom
The inside of portion's angle steel.
Then step 6, horizontal pre-embedded bolt 11 are aligned the bolt hole of horizontal pre-embedded bolt 11 on the vertical connector 8 in bottom end
The top bolt of the vertical connector 8 in bottom end, the bottom end point of lightweight wall plate 7 are formed by tightening the nut of horizontal pre-embedded bolt 11
Branch articulated connection.
The outside of the bottom inside of the vertical connector 8 in bottom end and the riser 92 of bottom angle steel 9 is passed through fillet by step 7
It connects.
Step 8, lightweight wall plate 7 are vertically connected with the gap at position with structure and are tamped using mortar material 14.
Claims (9)
1. the slide hinged connection structure of a kind of lightweight wall plate, including the structural upright by the left and right sides（1）, the structure of upside it is horizontal
Beam（2）And the floor of downside（10）The structure steel framework being enclosed further includes the lightweight wall plate inside structure steel framework
（7）, it is characterised in that：
The lightweight wall plate（7）The width direction of lateral edge wallboard is elongated on top end face is equipped with horizontal top channel steel（3）, the top
Portion's channel steel（3）Opening upwards, be centrally located in the thickness direction of wallboard, structural beams（2）Lower clan set in top channel steel
（3）It is interior and be clamped with it, the top channel steel（3）Downside surface be fixedly connected with one group along top channel steel（3）Length direction
The spaced vertical connector in top（5）, the lightweight wall plate（7）Top end part on the outside of be close to the vertical connector in top（5）
Inner surface, the lightweight wall plate（7）Top end part aperture cross and be fixedly connected with gib headed bolt（4）, the gib headed bolt
（4）It is arranged in the vertical connector in top（5）Left side or right side, the gib headed bolt（4）Both ends stretch out light weight wall respectively
Inside and outside plate, gib headed bolt（4）Inner end anchored by nut, the outer end of gib headed bolt is formed by bending that be stuck in top vertical
Connector（5）The crotch of outer surface, the lightweight wall plate（7）Upper end and structural beams（2）Between pass through top channel steel
It is slidably connected,
The lightweight wall plate（7）Bottom end elongated is connected with and the vertical connector in top along the width direction of wallboard（5）One is a pair of
The horizontal bottom angle steel that should be arranged（9）, the bottom angle steel（9）Opening inwardly, lightweight wall plate（7）Bottom end on the outside of card
It connects in bottom angle steel（9）Inside angle part, the bottom angle steel（9）Outer surface is fixedly connected with one group along bottom angle steel（9）
The vertical connector in the spaced bottom end of length direction（8）, the bottom angle steel（9）Including transverse slat（91）And riser（92）,
The vertical connector in bottom end（8）Bottom be close to riser（92）Outer surface and be firmly connected with it, bottom end vertically connects
Part（8）Top be close to lightweight wall plate（7）Outer surface and by anchoring into horizontal pre-embedded bolt in lightweight wall plate in advance
（11）Bolt,
The transverse slat（91）Width be greater than lightweight wall plate（7）Width, transverse slat（91）Medial end stretch out lightweight wall plate
Inside forms extension, and the extension passes through floor fastener inserts and floor（10）It is fixedly connected, the floor fastener inserts
With the vertical connector in bottom end（8）It is arranged in a one-to-one correspondence, the floor fastener inserts include horizontal embedded board（12）With vertical connection
Bolt（13）, the horizontal embedded board（12）Outer end uper side surface and extension on the downside of be fixedly connected, it is horizontal pre-buried
Plate（12）Inner end vertical connection bolt is penetrated by aperture（13）With floor（10）It is fixedly connected,
The lightweight wall plate of most edge（7）With structural upright（1）Inside between for filling resilient material（6）Flexible connection,
The bottom angle steel（9）By horizontal embedded board on the downside of extension（12）It paves to form bottom angle steel（9）With floor（10）Between
Gap is filled with mortar material in the gap（14）.
2. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that：The structural beams
（2）For H profile steel, the lower flange board of the H profile steel is in top channel steel（3）Slot bottom, the width of the bottom wing listrium and top
Channel steel（3）Groove width be adapted.
3. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that：The lightweight wall plate
（7）It is spliced by one group of ALC unit wall or so.
4. the slide hinged connection structure of lightweight wall plate according to claim 3, it is characterised in that：The top vertically connects
Fitting（5）It is made of steel plate, every ALC unit wall is arranged one.
5. the slide hinged connection structure of lightweight wall plate according to claim 4, it is characterised in that：The bottom end vertically connects
Fitting（8）By steel plate bending at top, middle part and bottom three parts, middle part is the transition part of top and bottom, and the bottom end is perpendicular
To connector（8）The vertical connector in face top（5）Lower section.
6. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that：The structural upright
（1）For H profile steel or Flat steel pipe.
7. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that：The bottom angle steel
（9）For unequal angle, the transverse slat（91）Width be greater than riser（92）Height.
8. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that：The elastic material
（6）For foamed glue.
9. a kind of construction method of the slide hinged connection structure of lightweight wall plate described in -8 according to claim 1, feature exist
In construction procedure is as follows：
Step 1, in factory process structural upright（1）, structural beams（2）, lightweight wall plate（7）, the vertical connector in top（5）With
The vertical connector in bottom end（8）, lightweight wall plate（7）Top open up gib headed bolt by design requirement interval（4）Bolt hole and wear
Enter gib headed bolt, buries horizontal pre-embedded bolt at the top of bottom is corresponding（11）Screw rod；The vertical connector in simultaneous processing top
（5）, it is welded to top channel steel（3）Downside；Process the vertical connector in bottom end（8）And open up horizontal pre-embedded bolt（11）'s
Bolt hole；
Step 2, site operation structural upright（1）, structural beams（2）And floor（10）, in floor（10）It is interior according to design requirement
Pre-buried vertical connection bolt（13）Screw rod, then by horizontal embedded board（12）Upper aperture falls across screw rod and sets in floor（10）'s
Upside simultaneously passes through pre-buried vertical connection bolt（13）Nut tighten；
Step 3 will have the vertical connector in top（5）Top channel steel（3）It is opening up to block structural beams（2）Bottom wing
Edge, by lightweight wall plate（7）Outside abut the vertical connector in top（5）Inside, then rotate gib headed bolt（4）Screw rod look for
Good angle simultaneously tightens lightweight wall plate（7）The nut of inside is fixed, and gib headed bolt is made（4）It is oblique to be stuck in the vertical connector in top（5）
Outside, form the top slidable connection of wallboard；
Step 4, by bottom angle steel（9）Extension and horizontal embedded board（12）Inner end is connected by fillet welding, forms light weight wall
The bottom end point of plate props up the basis hingedly taken root；
Step 5, by lightweight wall plate（7）Bottom rest upon on the angle steel of bottom, and lightweight wall plate outer corners be close to bottom
The inside of angle steel；
Step 6, horizontal pre-embedded bolt（11）It is aligned the vertical connector in bottom end（8）Upper horizontal pre-embedded bolt（11）Bolt hole it is right
Afterwards by by horizontal pre-embedded bolt（11）Nut tighten to form the vertical connector in bottom end（8）Top bolt, lightweight wall plate（7）
Bottom end point branch articulated connection；
Step 7, by the vertical connector in bottom end（8）Bottom inside and bottom angle steel（9）Riser（92）Outside pass through fillet welding
Connection；
Step 8, lightweight wall plate（7）The gap at position is vertically connected with using mortar material with structure（14）It tamps.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810870927.9A CN108915125A (en) | 2018-08-02 | 2018-08-02 | A kind of slide hinged connection structure and its construction method of lightweight wall plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810870927.9A CN108915125A (en) | 2018-08-02 | 2018-08-02 | A kind of slide hinged connection structure and its construction method of lightweight wall plate |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206138A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特（天津）新型建材科技有限公司 | The connecting joint structure and assembled architecture of wall body module and corner post |
| CN111749371A (en) * | 2020-07-15 | 2020-10-09 | 湖南大学 | Energy dissipation shock attenuation assembled wallboard structure of filling |
| CN111851793A (en) * | 2020-06-23 | 2020-10-30 | 同济大学 | Light gauge steel wallboard connection structure |
| CN113152729A (en) * | 2021-01-29 | 2021-07-23 | 中建协和建设有限公司 | Method for mounting deformation adaptive connection joint of assembled ALC external wall panel |
| CN113898183A (en) * | 2021-10-26 | 2022-01-07 | 中国建筑第八工程局有限公司 | Mortar filling device of ceramsite concrete partition board and construction method thereof |
| CN114127375A (en) * | 2019-04-05 | 2022-03-01 | 马尔斯控股有限公司 | Partition wall system, method for installing a partition wall system |
| CN114293831A (en) * | 2022-01-17 | 2022-04-08 | 青岛中科坤泰装配建筑科技有限公司 | Composite middle partition wall system and installation method thereof |
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2018
- 2018-08-02 CN CN201810870927.9A patent/CN108915125A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114127375A (en) * | 2019-04-05 | 2022-03-01 | 马尔斯控股有限公司 | Partition wall system, method for installing a partition wall system |
| CN110206138A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特（天津）新型建材科技有限公司 | The connecting joint structure and assembled architecture of wall body module and corner post |
| CN110206138B (en) * | 2019-07-09 | 2024-02-23 | 捷士通(天津)集成房屋有限公司 | Connecting node structure of wall body module and corner column and assembled building |
| CN111851793A (en) * | 2020-06-23 | 2020-10-30 | 同济大学 | Light gauge steel wallboard connection structure |
| CN111749371A (en) * | 2020-07-15 | 2020-10-09 | 湖南大学 | Energy dissipation shock attenuation assembled wallboard structure of filling |
| CN111749371B (en) * | 2020-07-15 | 2024-04-05 | 湖南大学 | Energy dissipation and shock absorption assembled filling wallboard structure |
| CN113152729A (en) * | 2021-01-29 | 2021-07-23 | 中建协和建设有限公司 | Method for mounting deformation adaptive connection joint of assembled ALC external wall panel |
| CN113152729B (en) * | 2021-01-29 | 2022-07-05 | 中建协和建设有限公司 | Method for mounting deformation adaptive connection joint of assembled ALC external wall panel |
| CN113898183A (en) * | 2021-10-26 | 2022-01-07 | 中国建筑第八工程局有限公司 | Mortar filling device of ceramsite concrete partition board and construction method thereof |
| CN114293831A (en) * | 2022-01-17 | 2022-04-08 | 青岛中科坤泰装配建筑科技有限公司 | Composite middle partition wall system and installation method thereof |
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