CN209293243U - Wall is filled outside the overlapping that a kind of and beam separately produces - Google Patents
Wall is filled outside the overlapping that a kind of and beam separately produces Download PDFInfo
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- CN209293243U CN209293243U CN201822099140.5U CN201822099140U CN209293243U CN 209293243 U CN209293243 U CN 209293243U CN 201822099140 U CN201822099140 U CN 201822099140U CN 209293243 U CN209293243 U CN 209293243U
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- wall
- concrete prefabricated
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- 239000004567 concrete Substances 0.000 claims abstract description 45
- 238000010276 construction Methods 0.000 claims abstract description 29
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 4
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 abstract description 3
- 238000005336 cracking Methods 0.000 abstract 1
- 230000005484 gravity Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 9
- 230000009286 beneficial effect Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000011068 loading method Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The utility model relates to fill wall outside a kind of overlapping separately produced with beam, it includes overlapping construction wallboard, overlapping construction wallboard is made of the truss bars of the concrete prefabricated impeller in inside and outside two sides and the connection concrete prefabricated impeller in two sides, contain vertical and horizontal anti-cracking structure reinforcing bar in the inside and outside concrete prefabricated impeller in two sides, the top two sides of the concrete prefabricated impeller in two sides are symmetrically arranged with inverted U-shaped lifting part, lightweight concrete filled layer has been poured between the concrete prefabricated impeller in two sides, the filled layer and the cast-in-place edge member of the shear wall of two sides are connected by horizontal tension rib, seam processing is drawn in the outer filling wall two sides of overlapping and three face of bottom, it draws and is equipped with extruded sheet in seam, using flexible connection, guarantee that main structure rigidity is consistent with computation model.Advantage is that main structure is to separate with peripheral structure, and main structure stress is clear, and constitutive relation can be consistent with computation model；It is designed to be flexibly connected between main structure and building enclosure, overlaps outer filling wall and only transmit on gravity laod to beam.
Description
Technical field
The utility model belongs to assembled architecture field, and in particular to wall is filled outside the overlapping that a kind of and beam separately produces.
Background technique
There are the peripheral protecting system of assembled overlapped shear wall structure a certain number of peripheral protectives to fill wall.Outer filling wall
Rise go along with sb. to guard him, shading wind and rain, insulation and the effects of prevent noise.Outer filling wall in the prior art is mainly outer to be hung on beam
It is produced, production efficiency is lower than separately producing, while wall is connected with beam, and structure tension performance is indefinite.
Utility model content
The utility model, which provides, fills wall outside the overlapping that a kind of and beam separately produces, it is intended to overcome flowing water in the prior art
The problem that line production efficiency is not high and stress performance of beam is consistent with computation model.
The technical solution that the utility model solves above-mentioned technical problem is as follows: a kind of overlapping separately produced with beam filling outside
Wall comprising overlapping construction wallboard, the overlapping construction wallboard is as described in the concrete prefabricated impeller in inside and outside two sides and connection two sides
The truss bars of concrete prefabricated impeller form, and the top two sides of concrete prefabricated impeller described in inside and outside two sides are symmetrically arranged with down U
The lifting part of shape, the lifting part top lower than concrete prefabricated impeller described in inside and outside two sides upper surface, under the lifting part
Two connecting pin of portion is inserted and fixed respectively in the concrete prefabricated impeller described in inside and outside two sides, the inside concrete prefabricated impeller
Multiple bearing diagonal built-in fittings are equipped with, have poured lightweight concrete filled layer between concrete prefabricated impeller described in inside and outside two sides,
The lightweight concrete filled layer and the cast-in-place edge member of shear wall of overlapping construction wallboard two sides pass through horizontal tension rib
Drawknot forms vertical draw between the overlapping construction wallboard two sides and the cast-in-place edge member of shear wall and stitches, and the overlapping constructs wall
It is respectively formed horizontal draw between the top and bottom and top beam and bottom beam of plate and stitches and be lauched horizontal drawing seam, the vertical drawing seam and lower level
It draws and is equipped with extruded sheet in seam, be equipped with cement mortar plugged zone in the upper horizontal joint.
Based on the above technical solution, the utility model can also do following improvement.
Further, it is described it is vertical draw seam and be lauched horizontal drawing seam in the extruded sheet with a thickness of 30-50mm.
Beneficial effect using above-mentioned further scheme is to guarantee the flexible connection between maintenance wall and shear wall.
Further, the top beam is precast beam.
Beneficial effect using above-mentioned further scheme is that precast beam can produce in advance in factory, is conducive to improve dress
With rate and speed of application.
Further, the top beam is Cast-in-situ Beam and the top beam and the lightweight concrete filled layer pass through vertical tension rib
Drawknot.
Beneficial effect using above-mentioned further scheme is that Cast-in-situ Beam integrality performance of the structure is better, if vertical tension rib
Pack the outer wall can be enhanced and resist wind load or the ability of other horizontal loadings.
Further, window opening is offered on the overlapping construction wallboard.
Beneficial effect using above-mentioned further scheme is to meet door and window to punch demand.
Compared with prior art, the utility model has the beneficial effects that
It being convenient for industrialized production, cavity pours lightweight concrete and mitigates weight when construction, play the role of light partition wall,
Wall two sides and edge member distributing bar drawknot guarantee wall by the stability of wind action；During production,
Beam on overlapping filling construction wall and wall separates production, and wall is separately produced with beam, guarantees that each behavior of members under loading is clear,
And it is convenient for Deepen Design and production；Overlapping construction wallboard quality is relatively light and prefabricated Shi Buyu beam is connected, convenient for slinging
Installation；Sandwiched extruded sheet between wall two sides and bottom and load-supporting part guarantees to play preferably windproof leakproof while flexible connection and makees
With；Good economy performance, wall are non-load bearing wall, and wall only needs configuration anticracking reinforcing bar, and reinforcing bar content is few.
Detailed description of the invention
Fig. 1 is the arrangement of reinforcement front elevation view that the overlapping that a kind of and beam separately produces fills wall outside；
Fig. 2 is that wall is filled outside the overlapping separately produced shown in Fig. 1 with beam along the sectional view of A-A；
Fig. 3 is that wall is filled outside the overlapping separately produced shown in Fig. 1 with beam along the sectional view of B-B；
Fig. 4 is that wall is filled outside the overlapping separately produced shown in Fig. 1 with beam along the sectional view of C-C；
Fig. 5 is the axonometric schematic diagram that wall arrangement of reinforcement is filled outside the overlapping separately produced shown in Fig. 1 with beam；
Fig. 6 is the dorsal view that the overlapping that a kind of and beam separately produces fills wall outside；
Fig. 7 is the side view that the overlapping that a kind of and beam separately produces fills wall outside；
Fig. 8 is the front view that the overlapping that a kind of and beam separately produces fills wall outside；
Fig. 9 is the top view that the overlapping that a kind of and beam separately produces fills wall outside；
Figure 10 is the axonometric schematic diagram that the overlapping that a kind of and beam separately produces fills wall outside；
Figure 11 be filled outside the overlapping provided by the utility model separately produced with beam wall pour after lightweight concrete with it is existing
Pour the cross-sectional view of edge member setting tension rib drawknot；
Figure 12 is that the front view after wall is installed is filled outside the overlapping provided by the utility model separately produced with beam；
Figure 13 is that wall is filled outside the overlapping separately produced shown in Figure 12 with beam after being provided with window opening and the vertical tension rib of setting
Schematic diagram.
In attached drawing, parts list represented by the reference numerals are as follows:
100. overlapping construction wallboard；1. concrete prefabricated impeller；2. truss bars；3. lifting part；4. bearing diagonal built-in fitting；
5. lightweight concrete filled layer；6. the cast-in-place edge member of shear wall；7. horizontal tension rib；8. vertical draw seam；9. top beam；10. squeezing
Mould plate；11. cement mortar plugged zone；12. vertical tension rib；13. window opening.
Specific embodiment
The principles of the present invention and feature are described below in conjunction with attached drawing, example is served only for explaining that this is practical
It is novel, it is not intended to limit the scope of the utility model.
As shown in Fig. 1 to 13, the utility model, which provides, fills wall outside the overlapping that a kind of and beam separately produces comprising overlapping
Construct wallboard 100, the overlapping construction wallboard 100 concrete as described in the concrete prefabricated impeller 1 in inside and outside two sides and connection two sides
The truss bars 2 of prefabricated impeller 1 form, and the top two sides of concrete prefabricated impeller 1 described in inside and outside two sides are symmetrically arranged with inverted U-shaped
Lifting part 3,3 top of lifting part lower than concrete prefabricated impeller 1 described in inside and outside two sides upper surface, under the lifting part 3
Two connecting pin of portion is inserted and fixed respectively in the concrete prefabricated impeller 1 described in inside and outside two sides, the inside concrete prefabricated leaf
Plate 1 is equipped with multiple bearing diagonal built-in fittings 4, has poured lightweight concrete between concrete prefabricated impeller 1 described in inside and outside two sides and has filled out
Layer 5 is filled, the lightweight concrete filled layer 5 and the cast-in-place edge member 6 of shear wall of the overlapping construction 100 two sides of wallboard pass through
Horizontal 7 drawknot of tension rib forms vertical draw between overlapping construction 100 two sides of wallboard and the cast-in-place edge member 6 of shear wall and stitches
8, horizontal draw, which is respectively formed, between the upper and lower surface and top beam 9 and bottom beam of the overlapping construction wallboard 100 stitches and be lauched horizontal drawing
Seam, vertical the drawings seam 8 and is lauched in horizontal drawing seam and is folded with extruded sheet 10, and upper horizontal draw is equipped with cement mortar envelope in seam
Blocking layer 11.
In other words, flexible joint is arranged in overlapping construction 100 two sides of wallboard and the cast-in-place edge member of shear wall, described folded
Flexible joint is arranged in the downside and bottom beam 9 for closing construction wallboard 100, and the vertical drawing, which is stitched 8 and is lauched in horizontal drawing seam, is equipped with extruded sheet
10, the upper horizontal drawing seam blocks 11 with cement mortar.
It should be noted that being all provided with the horizontal and vertical construction steel of its guaranteed structural strength in concrete prefabricated impeller
Muscle；Edge member region can pour simultaneously with lightweight concrete filled layer, and difference uses for the former according to the mixed of design strength
Solidifying soil, the latter use the lightweight concrete of low grade.
Further, the vertical width for drawing seam 8, upper horizontal drawing to stitch and be lauched horizontal drawing seam is 30-50mm.
Further, the top beam 9 is precast beam.
Further, the top beam 9 is Cast-in-situ Beam and the top beam 9 and the lightweight concrete filled layer 5 passes through and draws vertically
Tie 12 drawknot of muscle.
It should be noted that top beam either uses precast beam or Cast-in-situ Beam, it is described vertical to can be set or be not provided with
Tension rib needs to determine with specific reference to design.
Further, window opening 13 is offered on the overlapping construction wallboard 100.
The building course that wall is filled outside overlapping provided by the utility model is summarized as follows: 1, overlapping construction wallboard is raw in factory
It produces, maintenance；2, overlapping filled-in panel is transported to project scene, and drawknot installation is in place；3, low grade lightweight concrete filled layer is poured,
Tension rib and edge member drawknot is arranged in wall two sides.After stuffing wall construction, composite beam or the construction of wall top are installed
Cast-in-situ Beam.In the above process, the installation of extruded sheet, the setting of horizontal and vertical tension rib, the installation of correlate template, lightweight coagulation
The selection of the label, the label etc. of edge member region concrete of soil, those skilled in the art can be needed according to construction and
Intensity requirement carries out flexible choice.
During production, the beam on overlapping filling construction wall and wall separates production, is conducive to Pack the outer wall
It is efficiently produced on assembly line, in wall two sides setting tension rib and edge member drawknot, ensure that external wall protection body will not be by
The problem that falls off under in the wind load the effects of.The extruded sheet that 3-5cm is arranged between edge member and overlapping Pack the outer wall separates,
Guarantee that filling wall and main structure are flexibly connected, shear wall will not generate stiffness variation, and structure tension performance is clear.
Engineer application shows that such outer filled wall system has excellent waterproof performance, saves the workload laid bricks, and
Wall is fabricated separately with beam, is convenient for component industrialized production, and overall economic efficiency is preferable.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (5)
1. filling wall outside a kind of overlapping separately produced with beam, which is characterized in that wallboard (100) are constructed including overlapping, it is described folded
Close the purlin of construction wallboard (100) concrete prefabricated impeller (1) as described in the concrete prefabricated impeller in inside and outside two sides (1) and connection two sides
Frame reinforcing bar (2) forms, and the top two sides of concrete prefabricated impeller (1) described in inside and outside two sides are symmetrically arranged with inverted U-shaped lifting part
(3), upper surface of lifting part (3) top lower than concrete prefabricated impeller (1) described in inside and outside two sides, the lifting part (3)
Two connecting pin of lower part is inserted and fixed respectively in the concrete prefabricated impeller (1) described in inside and outside two sides, and the inside concrete is pre-
Impeller (1) processed is equipped with multiple bearing diagonal built-in fittings (4), has poured between concrete prefabricated impeller (1) described in inside and outside two sides light
Matter Concrete Filled layer (5), the shear wall of the lightweight concrete filled layer (5) and overlapping construction wallboard (100) two sides
For cast-in-place edge member (6) by horizontal tension rib (7) drawknot, overlapping construction wallboard (100) two sides and the shear wall are existing
It pours and forms vertical drawing seam, the two sides up and down of overlapping construction wallboard (100) and top beam (9) and bottom beam between edge member (6)
Between be respectively formed it is horizontal draw seam and be lauched horizontal drawing seam, vertical the drawings seam (8) and be lauched in horizontal drawing seam equipped with extruded sheet
(10), upper horizontal draw in seam is equipped with cement mortar plugged zone (11).
2. filling wall outside a kind of overlapping separately produced with beam according to claim 1, which is characterized in that the vertical drawing
Seam (8) and be lauched horizontal drawing stitch in the extruded sheet (10) with a thickness of 30-50mm.
3. filling wall outside a kind of overlapping separately produced with beam according to claim 1, which is characterized in that the top beam
It (9) is precast beam.
4. filling wall outside a kind of overlapping separately produced with beam according to claim 1, which is characterized in that the top beam
(9) pass through vertical tension rib (12) drawknot for Cast-in-situ Beam and the top beam (9) and the lightweight concrete filled layer (5).
5. filling wall outside a kind of overlapping separately produced with beam according to any one of claims 1 to 4, which is characterized in that
Window opening (13) are offered on overlapping construction wallboard (100).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822099140.5U CN209293243U (en) | 2018-12-13 | 2018-12-13 | Wall is filled outside the overlapping that a kind of and beam separately produces |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822099140.5U CN209293243U (en) | 2018-12-13 | 2018-12-13 | Wall is filled outside the overlapping that a kind of and beam separately produces |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209293243U true CN209293243U (en) | 2019-08-23 |
Family
ID=67654849
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822099140.5U Active CN209293243U (en) | 2018-12-13 | 2018-12-13 | Wall is filled outside the overlapping that a kind of and beam separately produces |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209293243U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021585A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Assembled shear force wall and heat preservation partition wall together prefabricate connection structure |
| CN114352017A (en) * | 2022-02-17 | 2022-04-15 | 合肥建工集团有限公司 | Full cast-in-place outer wall construction method |
| CN114809380A (en) * | 2022-04-15 | 2022-07-29 | 厦门东翔工程设计有限公司 | Full concrete outer wall construction process |
-
2018
- 2018-12-13 CN CN201822099140.5U patent/CN209293243U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021585A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Assembled shear force wall and heat preservation partition wall together prefabricate connection structure |
| CN114352017A (en) * | 2022-02-17 | 2022-04-15 | 合肥建工集团有限公司 | Full cast-in-place outer wall construction method |
| CN114352017B (en) * | 2022-02-17 | 2024-02-09 | 合肥建工集团有限公司 | Full cast-in-situ exterior wall construction method |
| CN114809380A (en) * | 2022-04-15 | 2022-07-29 | 厦门东翔工程设计有限公司 | Full concrete outer wall construction process |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20240123 Granted publication date: 20190823 |
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| PP01 | Preservation of patent right |