CN208415587U - A kind of sandwich heat preservation overlapped shear wall T shape connecting node construction - Google Patents
A kind of sandwich heat preservation overlapped shear wall T shape connecting node construction Download PDFInfo
- Publication number
- CN208415587U CN208415587U CN201821077175.2U CN201821077175U CN208415587U CN 208415587 U CN208415587 U CN 208415587U CN 201821077175 U CN201821077175 U CN 201821077175U CN 208415587 U CN208415587 U CN 208415587U
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- Prior art keywords
- wall
- aileron
- construction
- insulating layer
- shear wall
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000004321 preservation Methods 0.000 title claims abstract description 11
- 210000001015 abdomen Anatomy 0.000 claims abstract description 19
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000011065 in-situ storage Methods 0.000 claims description 8
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- -1 polyethylene Polymers 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000009416 shuttering Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Building Environments (AREA)
Abstract
The utility model discloses a kind of sandwich heat preservation overlapped shear wall T shape connecting node constructions, including abdomen wall and two pieces of ailerons, it is characterized in that, the two sides of the abdomen wall pass through T wall corner skirt board and two pieces of aileron phase splits, the at T-shaped wallboard of structure, the abdomen wall and aileron are sandwich heat preservation overlapped shear wall structure, the both ends of the wall corner skirt board with respectively with the splicing seams of two ailerons use perps structure, it is successively arranged waterproof material from outside to inside at splicing seams, postposition insulating layer, the wall corner skirt board includes the PCF plate set gradually from outside to inside, insulating layer and the pouring concrete layer after the T-type on the inside of PCF plate.PCF plate is made into the junction of two ailerons, support shuttering outside exempting in construction, by Screw arbor with nut at both-ends by PCF plate and inner template (being removed after the completion of construction) to pulling into entirety, common stress, PCF plate plays the role of balustrade exterior panelling and false form, simplifies difficulty of construction.
Description
Technical field
The utility model relates to a kind of assembled architecture fields more particularly to a kind of sandwich heat preservation overlapped shear wall T shape to connect
Connect joint structure.
Background technique
Overlapped shear wall includes prefabricated and cast-in-place two parts, connects two sides not by thermal-insulation connecting piece or steel bar girder
Less than the inside and outside impeller of 50mm thickness, after wall corner skirt board in-site installation is in place, inside, casting concrete among outer impeller, make prefabricated portion
Point and the common stress in cast-in-place part, and then constitute overlapped shear wall.Overlapped shear wall and overlapped shear wall, overlapped shear wall and folded
It closes and connects integral, i.e. formation " assembled integral overlapped shear wall structural system ", knot between floor by cast-in-place concrete
Close that precast construction speed of application is fast, the good advantage of structural integrity.
But when corner span of slab is larger, it is contemplated that production and transportation cannot be made wall corner skirt board greatly, need two pieces or
Several pieces of wall corner skirt boards of person are attached.There is gap during assembly unavoidably in prefabricated components, may cause the infiltration of water.Waterproof
For mode at a big difficulty problem of assembled architecture, currently used mode is mainly to pass through structurally waterproof, constructional waterproofing, build
The mode that building waterproofing combines reaches good waterproof effect.
The abdomen wall and aileron of the two-sided overlapped shear wall of T shape are by bar splicing technology, at two aileron edge members, unavoidably
There is cast-in-place part, two blocks of prefabricated components connect by cast-in-place concrete with dowel integral.Current way is by both wings
There is cast-in-place part at edge member unavoidably in the overhanging extension of outer impeller of wall.On the one hand outer impeller is used as decorative panel, simultaneously
Play a part of template in construction, outer impeller by the inner template of Screw arbor with nut at both-ends and the inside (can for steel form, plank sheathing,
Aluminum alloy pattern plate etc.) it connects into together, play a part of false form in cast-in-place concrete.But exterior wall extension is too long, is easy
The destruction of outer impeller itself when causing demoulding, lifting by crane, transport, and this destruction is difficult to repair.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of energy in view of the deficiency of the prior art
Simplify the sandwich heat preservation overlapped shear wall T shape connecting node construction of difficulty of construction.
The technology employed by the present utility model is a kind of sandwich heat preservation overlapped shear wall T shape connecting node construction, packet
Include abdomen wall and two pieces of ailerons, which is characterized in that the two sides of the abdomen wall are at T-shaped by T wall corner skirt board and two pieces of aileron phase splits, structure
Wallboard, the abdomen wall and aileron are sandwich heat preservation overlapped shear wall structure, the both ends of the wall corner skirt board with respectively with two ailerons
Splicing seams at be successively arranged waterproof material, postposition insulating layer from outside to inside, the wall corner skirt board includes setting gradually from outside to inside
PCF plate, insulating layer and the rear pouring concrete layer on the inside of PCF plate.
According to the above technical scheme, abdomen wall and aileron include that impeller, insulating layer, centre are cast-in-place outside for prefabricated shear wall
Impeller in layer, prefabricated shear wall, perps are arranged in outside the prefabricated shear wall of PCF plate and aileron at impeller.
According to the above technical scheme, the piece of the insulating layer of wall corner skirt board insulating layer and aileron is arranged in the postposition insulating layer
Place.
According to the above technical scheme, the rear pouring concrete layer includes being respectively protruding among abdomen wall centre in-situ layer and aileron now
T shape dowel, the stirrup with dowel phase configuration, dowel and the stirrup for pouring layer are integral by the connection of rear pouring concrete.
According to the above technical scheme, the waterproof material is the waterproof materials such as polyethylene stick and waterproof gasket cement.
It according to the above technical scheme, include impeller and the groove being arranged at PCF plate splicing seams outside aileron at the splicing seams,
Chamfering is equipped in the periphery of groove.
It is had the beneficial effect that acquired by the utility model
1, it is made into pcf plate in the junction of two ailerons, the support shuttering outside release in construction will by Screw arbor with nut at both-ends
To entirety, common stress is pulled into, PCF plate plays balustrade exterior panelling and false form for PCF plate and inner template (removing after the completion of construction)
Effect, simplify difficulty of construction.
2, the outer impeller of the both ends of PCF plate and two ailerons uses shiny surface (perps construction), and shiny surface simplifies prefabricated folded
The production technology of impeller, easy to produce and transport are further improved and are applied in the outer impeller of combination shearing wall and prefabricated shear wall
Work efficiency rate.
3, the utility model is arranged architectural waterproof material formation building by the edge joint position between aileron and PCF plate and prevents
Water.
4, by the way that postposition insulating layer is arranged in the edge joint position of aileron and the insulating layer of wall corner skirt board, on the one hand postposition insulating layer is protected
On the other hand having demonstrate,proved continuity that is vertical, keeping the temperature between aileron can prevent from playing barrier effect when pouring intermediate concrete,
Prevent intermediate layer concrete from overflowing.
Detailed description of the invention
Fig. 1 is the structure chart of the utility model.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
As shown in Figure 1, present embodiments providing a kind of sandwich heat preservation overlapped shear wall T shape connecting node construction, including one
Block abdomen wall 8 and two pieces of ailerons (1,9), the abdomen wall 8 pass through T shape wall corner skirt board 15 and aileron (1,9) phase split, the at T-shaped wallboard of structure.
Abdomen wall and aileron are sandwich heat preservation overlapped shear wall structure, and abdomen wall and aileron include the outer impeller 14 of prefabricated shear wall, protect
Warm layer 13, intermediate in-situ layer 10, truss bars 4, impeller 2, thermal-insulation connecting piece 12 in prefabricated shear wall, in intermediate in-situ layer
Intermediate mesh sheet reinforcing bar 11 is provided in 10, truss bars 4 are separately connected the mesh sheet reinforcing bar 3 of intermediate mesh sheet reinforcing bar 11 and interior impeller,
Mesh sheet reinforcing bar is equipped in impeller 14 outside prefabricated shear wall, thermal-insulation connecting piece 12, which respectively corresponds, is set to prefabricated overlapping shearing
Within the walls among the outer impeller 14 of impeller 2, insulating layer 13, intermediate in-situ layer 10, prefabricated shear wall.The wall corner skirt board 15 include from
Outer PCF plate 16, insulating layer 17 and the pouring concrete layer after the T-type on the inside of PCF plate set gradually in, vertical aileron are mutually spelled
When conjunction, the both ends phase split of perps structure 19 and PCF plate is used at the outer impeller of the prefabricated shear wall of two ailerons, in two ailerons
Waterproof material 18, postposition insulating layer are successively arranged from outside to inside respectively at the splicing seams at the both ends (horizontal ends) of T shape wall corner skirt board
20, wherein waterproof material 18 is arranged at perps structure 19.
In the present embodiment, the perps 19 includes the vertical groove being arranged at impeller splicing seams outside PCF plate 16 and aileron,
And chamfering, the construction of aspect marine glue are equipped in the periphery of groove.Waterproof material includes the polyethylene foamed for being installed in groove
Stick 18 and waterproof gasket cement.
In the present embodiment, the both ends of postposition insulating layer 20 pass through the outer impeller of thermal-insulation connecting piece Yu PCF plate and aileron respectively
It is connected.On the one hand the setting of postposition insulating layer 20 ensure that the continuity that keeps the temperature between connection wall corner skirt board, on the other hand, can be to prevent
Barrier effect is only played when pouring intermediate concrete, prevents intermediate layer concrete from overflowing.
It include being respectively protruding into the T shape dowel of in-situ layer, 5 among vertical aileron set on rear pouring concrete layer in the present embodiment
With the stirrup 6 of dowel phase configuration, dowel and stirrup are connected integral by rear pouring concrete 7.
It is made into PCF plate in the junction of abdomen wall and aileron, the support shuttering outside release in construction will by Screw arbor with nut at both-ends
To entirety, common stress is pulled into, PCF plate plays balustrade exterior panelling and false form for PCF plate and inner template (removing after the completion of construction)
Effect, simplify difficulty of construction.
Claims (6)
1. a kind of sandwich heat preservation overlapped shear wall T shape connecting node construction, including abdomen wall and two pieces of ailerons, which is characterized in that institute
The two sides of abdomen wall are stated by T wall corner skirt board and two pieces of aileron phase splits, the at T-shaped wallboard of structure, the abdomen wall and aileron are sandwich guarantor
Warm overlapped shear wall structure, the both ends of the wall corner skirt board with respectively with the splicing seams of two ailerons using perps construction, in splicing seams
Place is successively arranged waterproof material, postposition insulating layer from outside to inside, the wall corner skirt board include the PCF plate set gradually from outside to inside,
Insulating layer and the pouring concrete layer after the T-type on the inside of PCF plate.
2. T shape connecting node according to claim 1 construction, it is characterised in that: abdomen wall and aileron include prefabricated overlapping
The outer impeller of shear wall, insulating layer, intermediate in-situ layer, impeller in prefabricated shear wall, perps construction are arranged in PCF plate and aileron
The outer impeller of prefabricated shear wall edge joint position.
3. T shape connecting node construction according to claim 2, it is characterised in that: the postposition insulating layer is arranged in corner
The edge joint position of the insulating layer of plate insulating layer and aileron.
4. T shape connecting node construction according to claim 3, it is characterised in that: pouring concrete layer includes difference after described
Protrude into T shape dowel, the stirrup with dowel phase configuration, dowel and the hoop of in-situ layer and aileron centre in-situ layer among abdomen wall
Muscle is connected integral by rear pouring concrete.
5. T shape connecting node according to claim 2 construction, it is characterised in that: the waterproof material be polyethylene stick and
The waterproof materials such as waterproof gasket cement.
6. T shape connecting node construction according to claim 1 or 2, it is characterised in that: the outer impeller of aileron and PCF plate splice
The groove being arranged at seam is equipped with chamfering in the periphery of groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821077175.2U CN208415587U (en) | 2018-07-07 | 2018-07-07 | A kind of sandwich heat preservation overlapped shear wall T shape connecting node construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821077175.2U CN208415587U (en) | 2018-07-07 | 2018-07-07 | A kind of sandwich heat preservation overlapped shear wall T shape connecting node construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208415587U true CN208415587U (en) | 2019-01-22 |
Family
ID=65125407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821077175.2U Active CN208415587U (en) | 2018-07-07 | 2018-07-07 | A kind of sandwich heat preservation overlapped shear wall T shape connecting node construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208415587U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110202686A (en) * | 2019-05-28 | 2019-09-06 | 美好建筑装配科技有限公司 | The production method of prefabricated sandwich heat preservation overlapping Side fascia with decoration |
| CN110453777A (en) * | 2019-07-30 | 2019-11-15 | 美好建筑装配科技有限公司 | A kind of architectural structure system based on prefabricated heat preservation wall |
| CN110469001A (en) * | 2019-08-28 | 2019-11-19 | 广东省建筑设计研究院 | Overlapped shear wall and its method of construction |
-
2018
- 2018-07-07 CN CN201821077175.2U patent/CN208415587U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110202686A (en) * | 2019-05-28 | 2019-09-06 | 美好建筑装配科技有限公司 | The production method of prefabricated sandwich heat preservation overlapping Side fascia with decoration |
| CN110453777A (en) * | 2019-07-30 | 2019-11-15 | 美好建筑装配科技有限公司 | A kind of architectural structure system based on prefabricated heat preservation wall |
| CN110469001A (en) * | 2019-08-28 | 2019-11-19 | 广东省建筑设计研究院 | Overlapped shear wall and its method of construction |
| CN110469001B (en) * | 2019-08-28 | 2024-02-23 | 广东省建筑设计研究院 | Superimposed shear wall and construction method thereof |
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| GR01 | Patent grant | ||
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Effective date of registration: 20240123 Granted publication date: 20190122 |