CN208870175U - A kind of embedded precast facade plate node of assembling frame structure - Google Patents
A kind of embedded precast facade plate node of assembling frame structure Download PDFInfo
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- CN208870175U CN208870175U CN201821343511.3U CN201821343511U CN208870175U CN 208870175 U CN208870175 U CN 208870175U CN 201821343511 U CN201821343511 U CN 201821343511U CN 208870175 U CN208870175 U CN 208870175U
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Abstract
The utility model is a kind of embedded precast facade plate node of assembling frame structure.It include upper layer prefabricated outer wall panel, prepacked concrete layer, connection joint bar, connection horizontal bar, beam and wall dowel etc., wherein lower walls inner corrugated pipe is embedded in lower layer's prefabricated outer wall panel, and precast beam inner corrugated pipe is embedded in precast beam；Precast beam is placed in the top of lower layer's prefabricated outer wall panel, prefabricated board and cast-in-place overlapping layers are first placed on the top of precast beam, upper layer prefabricated outer wall panel is placed in the top of cast-in-place overlapping layers, beam and the perforation of wall dowel are placed in lower walls inner corrugated pipe and precast beam inner corrugated pipe, connection horizontal bar is installed between prepacked concrete layer and cast-in-place overlapping layers, connection joint bar insertion prepacked concrete layer, connection horizontal bar and cast-in-place overlapping layers link together prepacked concrete layer and cast-in-place overlapping layers.The utility model saves construction area, and is more advantageous to safety, also reduces the labor intensity of difficulty of construction and worker.
Description
Technical field
The utility model relates to a kind of embedded precast facade plate node of frame structure, especially a kind of assembling frame knot
The embedded precast facade plate node of structure, belongs to the innovative technology of the embedded precast facade plate node of assembling frame structure.
Background technique
Assembling frame structure uses plug-in prefabricated panel at present, and the top reserved steel bar of prefabricated panel anchors into upper layer side bar
In-situ layer, lower part limit connector connect with lower layer's side bar in-situ layer.Since wall is external, the construction area of building increases
Greatly, therefore economic performance is poor；And working procedure is complicated, the technology and construction precise requirements to worker are higher.
Summary of the invention
The purpose of this utility model is that considering the above problem and to provide a kind of assembling frame structure embedded prefabricated outer
Wallboard node, the utility model reduce difficulty of construction and the labor intensity of worker, are that a kind of structure is simple, convenient and practical dress
With the embedded precast facade plate node of formula frame structure.
The technical solution of the utility model is: the embedded prefabricated outer wall panel section of the assembling frame structure of the utility model
Point, include upper layer prefabricated outer wall panel, prepacked concrete layer, connection joint bar, connection horizontal bar, beam and wall dowel, under
Bellows, precast beam inner corrugated pipe, sealant and PE stick, precast beam, prefabricated board, cast-in-place overlapping layers, lower layer are prefabricated outer within the walls in portion
Wallboard, wherein lower walls inner corrugated pipe is embedded in lower layer's prefabricated outer wall panel, and precast beam inner corrugated pipe is embedded in precast beam；In advance
Beam processed is placed in the top of lower layer's prefabricated outer wall panel, and prefabricated board and cast-in-place overlapping layers are first placed on the top of precast beam, and upper layer is prefabricated
Side fascia is placed in the top of cast-in-place overlapping layers, and sealant and PE stick are placed in the junction of precast beam and lower layer's prefabricated outer wall panel, beam
It is placed in lower walls inner corrugated pipe and precast beam inner corrugated pipe with the perforation of wall dowel, prepacked concrete layer and cast-in-place overlapping
Connection horizontal bar is installed between layer, connection joint bar insertion prepacked concrete layer, connection horizontal bar and cast-in-place overlapping layers will
Prepacked concrete layer and cast-in-place overlapping layers link together.
The embedded precast facade plate node of the assembling frame structure of the utility model, is changed to traditional exterior wall external hanging type
It is embedded, construction area is saved, is more advantageous to safety of the exterior wall as building maintenance component under geological process, and bigger
Reduce difficulty of construction and the labor intensity of worker.The utility model is that a kind of structure is simple, convenient and practical assembling frame
The embedded precast facade plate node of structure.
Detailed description of the invention
Fig. 1 is the vertical structure schematic diagram of the utility model；
Fig. 2 is the cross-sectional view of the utility model.
Specific embodiment
Embodiment:
The structural schematic diagram of the utility model is as shown in Figure 1, 2, and the assembling frame structure of the utility model is embedded pre-
Exterior wall plate node processed includes upper layer prefabricated outer wall panel 1, prepacked concrete layer 3, connection joint bar 4, connection horizontal bar 5, beam
With wall dowel 6, lower walls inner corrugated pipe 7, precast beam inner corrugated pipe 8, sealant and PE stick 9, precast beam 10, prefabricated board 11,
Cast-in-place overlapping layers 12, lower layer's prefabricated outer wall panel 13, wherein lower walls inner corrugated pipe 7 is embedded in lower layer's prefabricated outer wall panel 13, in advance
Beam inner corrugated pipe 8 processed is embedded in precast beam 10；Precast beam 10 is placed in the top of lower layer's prefabricated outer wall panel 13, prefabricated board 11 and cast-in-place
Overlapping layers 12 is first placed on the top of precast beam 10, and upper layer prefabricated outer wall panel 1 is placed in the top of cast-in-place overlapping layers 12, sealant and
PE stick 9 is placed in the junction of precast beam 10 and lower layer's prefabricated outer wall panel 13, and beam and the perforation of wall dowel 6 are placed in ripple in lower walls
In pipe 7 and precast beam inner corrugated pipe 8, connection horizontal bar 5 is installed between prepacked concrete layer 3 and cast-in-place overlapping layers 12,
It connects joint bar 4 and is inserted into prepacked concrete layer 3, connection horizontal bar 5 and cast-in-place overlapping layers 12 for 3 and of prepacked concrete layer
Cast-in-place overlapping layers 12 links together.
The effect of above-mentioned connection joint bar 4 and connection horizontal bar 5 is to increase the globality of prepacked concrete layer 3 and closely knit
Property, it avoids cracking.The effect of beam and wall dowel 6 is to enhance the connection of lower layer's prefabricated outer wall panel 13 and precast beam 10, is fixed
Side fascia upper end；Lower walls inner corrugated pipe 7 and precast beam inner corrugated pipe are embedded in wall and precast beam for 8 early period, later period ripple
Pipe grouting, is then attached with beam and wall dowel 6 again.The effect of sealant and PE stick 9 is to prevent precast beam 10 and lower layer
Gap infiltration between prefabricated outer wall panel 13.Prefabricated board 11 is the lower layer of superimposed sheet, and when construction also serves as the effect of template；It is cast-in-place folded
Close the integral rigidity that layer 12 increases flooring；Later period prefabricated board 11 and the whole stress together of cast-in-place overlapping layers 12.
In the present embodiment, above-mentioned lower walls inner corrugated pipe 7 is zinc-plated bellows.
In the present embodiment, above-mentioned precast beam inner corrugated pipe 8 is zinc-plated bellows.
In the present embodiment, above-mentioned upper layer prefabricated outer wall panel 1 and lower layer's prefabricated outer wall panel 13 are sandwich boards, and two boundary layers are mixed
Concrete board, middle layer are EPS insulating layer.
In the present embodiment, the gap of junction is installed with tune between above-mentioned upper layer prefabricated outer wall panel 1 and cast-in-place overlapping layers 12
Whole gasket 2.
In the present embodiment, above-mentioned adjustment gasket 2 is plastic-steel adjustment gasket.The effect that plastic-steel adjusts gasket is that control upper layer is pre-
Gap between Side fascia 1 and cast-in-place overlapping layers 12 processed is in the milk convenient for the later stage of prepacked concrete layer 3.
The work progress of the utility model is:
(1) the good lower layer's prefabricated outer wall panel 13(lower walls inner corrugated pipe 7 of location and installation is embedded in Side fascia in advance)；
(2) it is accurately positioned, places precast beam 10(precast beam inner corrugated pipe 8 and be embedded in precast beam in advance).Hoisting prefabricated beam
While place sealant and PE stick 9, leveling is fixed；
(3) after having propped up corresponding template, prefabricated board 11 is placed in installation；
(4) pressure grouting, the rear connection steel for being inserted into beam and wall are carried out to lower walls inner corrugated pipe 7, precast beam inner corrugated pipe 8
Muscle 6；
(5) concrete for pouring cast-in-place overlapping layers 11, then positions, while placing connection joint bar 4 and connection horizontal bar 5；
(6) after the concrete of cast-in-place overlapping layers 12 reaches prescribed strength, adjustment gasket 2 is placed；
(7) installation fixes upper layer prefabricated outer wall panel 1, then carries out pressure grouting to prepacked concrete layer 3；
(8) step is repeated above operation.
Claims (6)
1. a kind of embedded precast facade plate node of assembling frame structure, it is characterised in that include upper layer prefabricated outer wall panel,
Prepacked concrete layer, connection joint bar, connection horizontal bar, beam and wall dowel, lower walls inner corrugated pipe, ripple in precast beam
Pipe, sealant and PE stick, precast beam, prefabricated board, cast-in-place overlapping layers, lower layer's prefabricated outer wall panel, wherein lower walls inner corrugated pipe is pre-
It is embedded in lower layer's prefabricated outer wall panel, precast beam inner corrugated pipe is embedded in precast beam；Precast beam is placed in lower layer's prefabricated outer wall panel
Top, prefabricated board and cast-in-place overlapping layers are first placed on the top of precast beam, and upper layer prefabricated outer wall panel is placed in the upper of cast-in-place overlapping layers
Side, sealant and PE stick are placed in the junction of precast beam and lower layer's prefabricated outer wall panel, and beam and the perforation of wall dowel are placed in lower walls
In inner corrugated pipe and precast beam inner corrugated pipe, connection horizontal bar is installed between prepacked concrete layer and cast-in-place overlapping layers,
Joint bar insertion prepacked concrete layer, connection horizontal bar and cast-in-place overlapping layers are connected by prepacked concrete layer and cast-in-place folded
Layer is closed to link together.
2. the embedded precast facade plate node of assembling frame structure according to claim 1, it is characterised in that under above-mentioned
Bellows is zinc-plated bellows within the walls in portion.
3. the embedded precast facade plate node of assembling frame structure according to claim 1, it is characterised in that above-mentioned pre-
Zinc-plated bellows is zinc-plated bellows in beam processed.
4. the embedded precast facade plate node of assembling frame structure according to claim 1, it is characterised in that on above-mentioned
Layer prefabricated outer wall panel and lower layer's prefabricated outer wall panel are sandwich boards, and two boundary layers are concrete slab, and middle layer is EPS insulating layer.
5. the embedded precast facade plate node of assembling frame structure according to any one of claims 1 to 4, feature exist
The gap of junction is installed with adjustment gasket between above-mentioned upper layer prefabricated outer wall panel and cast-in-place overlapping layers.
6. the embedded precast facade plate node of assembling frame structure according to claim 5, it is characterised in that above-mentioned tune
Whole gasket is plastic-steel adjustment gasket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821343511.3U CN208870175U (en) | 2018-08-21 | 2018-08-21 | A kind of embedded precast facade plate node of assembling frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821343511.3U CN208870175U (en) | 2018-08-21 | 2018-08-21 | A kind of embedded precast facade plate node of assembling frame structure |
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| CN208870175U true CN208870175U (en) | 2019-05-17 |
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| CN201821343511.3U Active CN208870175U (en) | 2018-08-21 | 2018-08-21 | A kind of embedded precast facade plate node of assembling frame structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397190A (en) * | 2019-07-17 | 2019-11-01 | 江苏龙腾工程设计股份有限公司 | A kind of peripheral protective loss of weight dry wall connecting node and its construction method |
-
2018
- 2018-08-21 CN CN201821343511.3U patent/CN208870175U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397190A (en) * | 2019-07-17 | 2019-11-01 | 江苏龙腾工程设计股份有限公司 | A kind of peripheral protective loss of weight dry wall connecting node and its construction method |
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