CN208830534U - A kind of slide hinged connection structure of lightweight wall plate - Google Patents
A kind of slide hinged connection structure of lightweight wall plate Download PDFInfo
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- CN208830534U CN208830534U CN201821239650.1U CN201821239650U CN208830534U CN 208830534 U CN208830534 U CN 208830534U CN 201821239650 U CN201821239650 U CN 201821239650U CN 208830534 U CN208830534 U CN 208830534U
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- wall plate
- lightweight wall
- steel
- floor
- vertical connector
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Abstract
A kind of slide hinged connection structure 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 utility model proposes the upper and lower boundary condition of ALC wallboard is configured to the connection status that one end is slided, one end is hinged, the compatibility of deformation between ALC wallboard and steel frame is realized, is had the characteristics that safe, applicable, durable.
Description
Technical field
The utility model relates to a kind of wallboard and structure connecting node, especially a kind of assembling type steel structure that is suitable for is built
ALC wallboard and the slide hinged structure of steel frame.
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.
Utility model content
The purpose of the utility model is to provide a kind of slide hinged connection structures of lightweight wall plate, to solve existing ALC wall
There is construction complexity in the flexible connection node of plate and beam-to-column connection, the required precision of fabrication and installation is higher, and position of joints also needs
The technical issues of doing repairing treatment.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of slide hinged connection structure of lightweight wall plate, it is horizontal including structural upright, the structure of upside by the left and right sides
The structure steel framework that beam and the floor of downside are enclosed further includes 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
The opening upwards of channel steel are centrally located in the thickness direction of wallboard, the lower clan of structural beams set in the channel steel of top and and its
Clamping, the downside surface of the top channel steel be fixedly connected with one group it is vertical along the top spaced top of channel steel length direction
The inner surface of the vertical connector in top, the top of the lightweight wall plate are close in connector, the top end part outside of the lightweight wall plate
End aperture, which is crossed, is fixedly connected with gib headed bolt, and the left side or the right side of the vertical connector in top is arranged in the gib headed bolt
The both ends of side, the 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, hook
The outer end of hook bolt is formed by bending the crotch for being stuck in the vertical connector outer surface in top, the upper end of the lightweight wall plate and knot
It is slidably connected between structure crossbeam by top channel steel,
The lightweight wall plate bottom end is corresponded along elongated be connected with of width direction of wallboard with the vertical connector in top
The horizontal bottom angle steel of setting, the opening of the bottom angle steel inwardly, are connected to bottom corner on the outside of the bottom end of lightweight wall plate
The inside angle part of steel, it is spaced that the bottom angle steel outer surface is fixedly connected with one group of length direction along bottom angle steel
The vertical connector in bottom end, the bottom corner ladle include transverse slat and riser, and riser is close in the bottom of the vertical connector in bottom end
Outer 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 passes through preparatory anchor
Enter the horizontal pre-embedded bolt bolt in lightweight wall plate,
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 is formed
Extension, the extension are fixedly connected by floor fastener inserts with floor, and the floor fastener inserts vertically connect with bottom end
Fitting is arranged in a one-to-one correspondence, and the floor fastener inserts include horizontal embedded board and vertical connection bolt, the horizontal embedded board
Outer end uper side surface and extension on the downside of be fixedly connected, the inner end of horizontal embedded board is penetrated by aperture vertically to be connected
Connecting bolt is fixedly connected with floor,
It is the flexible connection of filling resilient material, the bottom 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 portion's angle steel extension, is filled in the gap
Mortar 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.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
The slide hinged connection structure of the utility model includes the top of ALC wallboard, by channel steel and gib headed bolt by wall
Plate is connected with structural beams, 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
The opening up lower flange for blocking structural beams of shape, such ALC wallboard can be waved along crossbeam is free to slide；ALC wallboard bottom end,
Wallboard and floor are then formed into point branch articulated connection by the vertical connector in bottom end, bottom angle steel and floor fastener inserts, make ALC
The upper and lower boundary condition of wallboard forms the connection status that one end is slided, one end is hinged.
The ALC wallboard adjacent with structural upright in the utility model, the elasticity such as filling-foam glue is close between column and wallboard
Closure material forms flexible connection.In this way, ALC wallboard can well adapt to biggish structure storey sidesway, prevent wall in layer
Between angle of displacement it is larger when crack, influence using function.
The utility model gives assembled architecture especially assembling type steel structure to build, and provides a kind of ALC wallboard and structure
Between novel interconnection technique, clearly propose by the upper and lower boundary condition of ALC wallboard be configured to one end sliding, one end it is hinged
Connection status clearly realizes the compatibility of deformation between ALC wallboard and steel frame, have the characteristics that it is safe, applicable, durable,
It has good promotion and practical value, good economic benefit can be generated after extensive popularization and application.
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is the connection schematic diagram of the utility model lightweight wall plate and steel frame.
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, in factory process structural upright 1, structural beams 2, lightweight wall plate 7, the vertical connector 5 in top and bottom end
Vertical connector 8, the top of lightweight wall plate 7 open up the bolt hole of gib headed bolt 4 by design requirement interval and penetrate gib headed bolt,
The screw rod of horizontal pre-embedded bolt 11 is buried at the top of bottom is corresponding；The vertical connector 5 in simultaneous processing top is welded to top
The downside of channel steel 3；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 (8)
1. a kind of slide hinged connection structure of lightweight wall plate, horizontal including structural upright (1), the structure of upside by the left and right sides
The structure steel framework that beam (2) and the floor (10) of downside are enclosed further includes the lightweight wall plate inside structure steel framework
(7), it is characterised in that:
The width direction of lateral edge wallboard is elongated on lightweight wall plate (7) top end face 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) it is clamped in and with it, the downside surface of the top channel steel (3) is fixedly connected with one group along top channel steel (3) length direction
It is close to the vertical connector in top (5) in the top end part outside of the spaced vertical connector in top (5), the lightweight wall plate (7)
Inner surface, the top end part aperture of the lightweight wall plate (7), which is crossed, is fixedly connected with gib headed bolt (4), the gib headed bolt
(4) it is arranged in the left side or right side of the vertical connector in top (5), light weight wall is stretched out at the both ends of the gib headed bolt (4) respectively
Inside and outside plate, the inner end of gib headed bolt (4) is anchored by nut, and the outer end of gib headed bolt is formed by bending that be stuck in top vertical
The crotch of connector (5) outer surface passes through top channel steel between the upper end and structural beams (2) of the lightweight wall plate (7)
It is slidably connected,
Lightweight wall plate (7) bottom end 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 blocked on the outside of the bottom end of lightweight wall plate (7)
The inside angle part in bottom angle steel (9) is connect, 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) includes transverse slat (91) and riser (92),
The bottom of the vertical connector in bottom end (8) is close to the outer surface of riser (92) and is firmly connected with it, and bottom end vertically connects
It is close to the outer surface of lightweight wall plate (7) and by anchors into the horizontal pre-embedded bolt in lightweight wall plate in advance in the top of part (8)
(11) it bolts,
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 lightweight wall plate
Inside forms extension, and the extension is fixedly connected by floor fastener inserts with floor (10), the floor fastener inserts
It is arranged in a one-to-one correspondence with the vertical connector in bottom end (8), the floor fastener inserts include horizontal embedded board (12) and vertical connection
Bolt (13) is fixedly connected on the downside of the uper side surface and extension of the outer end of the horizontal embedded board (12), horizontal pre-buried
The inner end of plate (12) penetrates vertical connection bolt (13) by aperture and is fixedly connected with floor (10),
It is the flexible connection of filling resilient material (6) between the lightweight wall plate (7) of most edge and the inside of structural upright (1),
It is paved to be formed between bottom angle steel (9) and floor (10) by horizontal embedded board (12) on the downside of bottom angle steel (9) extension
Gap is filled with mortar material (14) in the gap.
2. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that: the structural beams
It (2) is H profile steel, the slot bottom of the lower flange board of the H profile steel in top channel steel (3), the width of the bottom wing listrium and top
The groove width of channel steel (3) is 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) is made of steel plate, and 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
For 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 the lower section of the vertical connector in connector (8) face top (5).
6. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that: the structural upright
It (1) is 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
It (9) is unequal angle, the width of the transverse slat (91) is greater than the height of riser (92).
8. the slide hinged connection structure of lightweight wall plate according to claim 1, it is characterised in that: the elastic material
It (6) is foamed glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821239650.1U CN208830534U (en) | 2018-08-02 | 2018-08-02 | A kind of slide hinged connection structure of lightweight wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821239650.1U CN208830534U (en) | 2018-08-02 | 2018-08-02 | A kind of slide hinged connection structure of lightweight wall plate |
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| Publication Number | Publication Date |
|---|---|
| CN208830534U true CN208830534U (en) | 2019-05-07 |
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ID=66308037
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821239650.1U Active CN208830534U (en) | 2018-08-02 | 2018-08-02 | A kind of slide hinged connection structure of lightweight wall plate |
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| CN (1) | CN208830534U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854548A (en) * | 2020-12-31 | 2021-05-28 | 中建材创新科技研究院有限公司 | Assembled wall structure |
| CN113216464A (en) * | 2021-06-21 | 2021-08-06 | 华北水利水电大学 | Flexible connection structure of AAC plate and main body structure and construction method thereof |
-
2018
- 2018-08-02 CN CN201821239650.1U patent/CN208830534U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854548A (en) * | 2020-12-31 | 2021-05-28 | 中建材创新科技研究院有限公司 | Assembled wall structure |
| CN113216464A (en) * | 2021-06-21 | 2021-08-06 | 华北水利水电大学 | Flexible connection structure of AAC plate and main body structure and construction method thereof |
| CN113216464B (en) * | 2021-06-21 | 2024-04-05 | 华北水利水电大学 | Flexible connection structure of AAC (advanced integrated circuit) board and main body structure and construction method of flexible connection structure |
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