CN208870219U - A kind of wall of band structure waterproof - Google Patents
A kind of wall of band structure waterproof Download PDFInfo
- Publication number
- CN208870219U CN208870219U CN201821242944.XU CN201821242944U CN208870219U CN 208870219 U CN208870219 U CN 208870219U CN 201821242944 U CN201821242944 U CN 201821242944U CN 208870219 U CN208870219 U CN 208870219U
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- CN
- China
- Prior art keywords
- wall
- cast
- precast shear
- walling
- prefabricated
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of walls of band structure waterproof, are related to a kind of wall, solve the problems, such as that existing precast wall body junction waterproof effect is poor.The wall includes the precast shear wall being vertically arranged and prefabricated filling wall, the precast shear wall and prefabricated wall side close to each other of filling are provided with perforation groove, casting space is reserved between the precast shear wall and prefabricated filling wall, the casting space, which pours, is formed with cast-in-place walling, the two sides of the cast-in-place walling pour to be formed for pouring convex block with what the two perforation groove insertions cooperated respectively, the precast shear wall and cast-in-place walling junction and prefabricated filling wall and cast-in-place walling junction are equipped with Waterproof glue line, waterproof roll is covered on the Waterproof glue line.The utility model provides that structure is simple, construction is convenient, solid and reliable, and is capable of a kind of wall of band structure waterproof of waterproof effect at significant increase wall connecting.
Description
Technical field
The utility model relates to a kind of walls, more specifically, it relates to a kind of wall of band structure waterproof.
Background technique
In recent years, prefabricated panel industry is rapidly developed, full assembled is built using prefabricated panel and assembly is whole
Formula large panel building, it has also become one of the approach that China develops to building industrialization.
Existing notification number is the Chinese patent of CN205116487U, and it discloses can up and down quickly when a kind of installation of dry wall
The connecting structure of alignment, including upper floor plate, lower floor plate and locating bar, the corresponding position in the upper floor plate bottom end and lower floor plate top
It sets and is reserved with locating bar mounting groove respectively, the locating bar, which is installed in above-mentioned locating bar mounting groove, makes upper floor plate and lower floor plate
Fast and accurately it is aligned.
Using the above scheme, staff can be realized upstairs by the cooperation that is embedded of locating bar and locating bar mounting groove
The quick alignment of plate and lower floor plate.However, two groups prefabricated when realizing the alignment and docking of two groups of precast wall bodies by aforesaid way
There are certain gap between wallboard, extraneous water is easy to enter within doors by gap, and waterproof effect is poor, exist to
Improvements.
Utility model content
For the problem that existing precast wall body junction waterproof effect is poor, the utility model aim is to propose a kind of band
The wall of structurally waterproof is embedded in precast shear wall and the prefabricated perforation groove filled on wall by convex block is poured in cast-in-place walling,
To promote the waterproof effect at wall connecting.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of band structure waterproof
Wall, including the precast shear wall and prefabricated filling wall being vertically arranged, the precast shear wall and prefabricated filling wall are close to each other
Side be provided with perforation groove, be reserved with casting space between the precast shear wall and prefabricated filling wall, it is described to pour
Space, which pours, is formed with cast-in-place walling, and the two sides of the cast-in-place walling pour to be formed for being embedded in cooperation with adjacent perforation groove
Pour convex block.
By using above-mentioned technical proposal, in actual operation, staff can first by precast shear wall and prefabricated be filled out
It fills wall installation under construction, and reserves the casting space for pouring cast-in-place walling between precast shear wall and prefabricated filling wall；This
When, staff, which can pour casting space and be formed in cast-in-place walling and cast-in-place walling, pours convex block, convex by pouring
Block is embedded in the perforation groove on two walls, increases the compactness that cast-in-place walling is bonded between two precast wall bodies respectively, and increase
Big infiltration path, promotes the waterproof effect at wall connecting, guarantees indoor drying property.
The utility model is further arranged to: the precast shear wall and cast-in-place walling junction and prefabricated filling wall with
Cast-in-place walling junction is equipped with Waterproof glue line.
By using above-mentioned technical proposal, further blocking by Waterproof glue line to outside water is further promoted prefabricated
The waterproof effect of shear wall and prefabricated filling wall junction.
The utility model is further arranged to: being covered with waterproof roll on the Waterproof glue line.
It by using above-mentioned technical proposal, is covered on Waterproof glue line by waterproof roll, further stops extraneous water
It enters the room, promotes the waterproof effect of precast shear wall and prefabricated filling wall junction, indoor drying property is effectively ensured.
The utility model is further arranged to: pouring reinforcement is preset in the cast-in-place walling, the pouring reinforcement is pre-buried
Under construction.
By using above-mentioned technical proposal, mixed mud is cast on pouring reinforcement and is formed cast-in-place walling, to guarantee existing
The stability of walling itself is poured, so that pour in the firm insertion perforation groove of convex block, guarantees cast-in-place walling and two prefabricated
The stability connected between wall.
The utility model is further arranged to: the slot bottom of the perforation groove on the prefabricated filling wall is embedded with fixing sleeve
Tin, it is threaded with fixing bolt in the fixes sleeve, the head of the fixing bolt is cast in the cast-in-place walling.
By using above-mentioned technical proposal, when carrying out pouring molding to cast-in-place walling, staff can be by fixed spiral shell
Bolt is tightened in fixes sleeve, and the head of fixing bolt is cast in cast-in-place walling, guarantees cast-in-place walling and prefabricated filling wall
Between the compactness that connects.
The utility model is further arranged to: one end that the fixes sleeve is embedded in prefabricated filling wall is vertically and fixedly provided with
Fixing muscle.
By using above-mentioned technical proposal, fixing muscle is fixed in fixes sleeve, and is embedded in prefabricated filling wall, in turn
Increase the stability connected between fixes sleeve and prefabricated filling wall, enhances indirectly and connected between cast-in-place walling and prefabricated filling wall
Compactness.
The utility model is further arranged to: reserved steel bar, the reserved steel bar portion are embedded in the precast shear wall
Divide and is pierced by precast shear wall and is cast in cast-in-place walling.
By using above-mentioned technical proposal, mixed mud pours reserved steel bar and forms cast-in-place walling, to enhance cast-in-place build
The compactness connected between wall and precast shear wall.
The utility model is further arranged to: the precast shear wall and prefabricated wall side close to each other of filling are respectively provided with
There is reinforcing protrusion, is formed in cast-in-place walling for the embedded groove with reinforcing protrusion insertion cooperation.
By using above-mentioned technical proposal, will be formed when carrying out pouring molding to cast-in-place walling, on cast-in-place walling body with
The embedded groove of protrusion insertion cooperation is reinforced, so that the compactness connected between cast-in-place walling and two dry walls is further enhanced, and
Infiltration path is further increased, the waterproof effect of precast shear wall and prefabricated filling wall junction is promoted.
Compared with prior art, the beneficial effects of the utility model are as follows:
(1) cooperate by the insertion for pouring perforation groove on protrusion and two precast wall bodies in cast-in-place walling, and cooperate waterproof
Glue-line is laid on the side of two precast wall bodies and cast-in-place walling junction and covers waterproof roll on waterproof roll, thus
Increase infiltration path, the waterproof effect of significant increase precast shear wall and prefabricated filling wall junction guarantees indoor drying property；
(2) comprehensive utilization mixed mud pours pouring reinforcement, fixing bolt and reserved steel bar and forms cast-in-place walling, in turn
Greatly guarantee the stability of cast-in-place this province of walling, and greatly enhances the compactness connected between cast-in-place walling and two dry walls.
Detailed description of the invention
Fig. 1 is the integrally-built axonometric schematic diagram of wall of the present embodiment major embodiment band structure waterproof；
Fig. 2 is the part A enlarged drawing of Fig. 1, is mainly used for embodying perforation groove and reinforces the structure of protrusion；
Fig. 3 is the schematic diagram of the present embodiment major embodiment precast shear wall structure.
Appended drawing reference: 1, precast shear wall；11, reserved steel bar；2, prefabricated filling wall；21, fixes sleeve；22, fixing muscle；
23, fixing bolt；3, casting space；4, cast-in-place walling；41, convex block is poured；42, pouring reinforcement；43, embedded groove；5, it penetrates through recessed
Slot；6, Waterproof glue line；7, waterproof roll；8, protrusion is reinforced.
Specific embodiment
Below with reference to examples and drawings, the utility model is described in further detail, but the implementation of the utility model
Mode is not limited only to this.
Referring to attached drawing 1, a kind of wall of band structure waterproof, including the precast shear wall 1 and prefabricated filling wall being vertically arranged
2, it is reserved with casting space 3 between precast shear wall 1 and prefabricated filling wall 2, cast-in-place walling 4 has been poured in casting space 3.It is practical
In work, precast shear wall 1 and prefabricated filling wall 2 can be separately mounted in building by staff, and be poured by mixed mud
It builds the casting space 3 between precast shear wall 1 and prefabricated filling wall 2 and forms cast-in-place walling 4, so that precast shear wall 1 and existing
It pours and is connected between walling 4 more closely, connected more closely between prefabricated filling wall 2 and cast-in-place walling 4, to prevent outside water
Entrance.
Referring to Fig. 1 and 2, precast shear wall 1 and the prefabricated side close to each other of wall 2 of filling are preset with perforation groove 5, pass through
The length direction of logical groove 5 is parallel to vertical direction, and two perforation grooves 5 penetrate through precast shear wall 1 and prefabricated filling respectively
The two sides of 2 vertical direction of wall；Cast-in-place walling 4 is integrally poured respectively respectively close to precast shear wall 1 and the two sides of prefabricated filling wall 2
It builds to form and pours convex block 41, pour convex block 41 and the perforation insertion of groove 5 cooperates.4 junction of precast shear wall 1 and cast-in-place walling
And prefabricated filling wall 2 and side of cast-in-place 4 junction of walling along 1 thickness direction of precast shear wall are equipped with Waterproof glue line 6,
Outdoor side is arranged in Waterproof glue line 6, and the length direction of Waterproof glue line 6 is parallel to vertical direction, covers on Waterproof glue line 6
There is waterproof roll 7.In actual operation, by convex block 41 and the perforation insertion cooperation of groove 5 is poured, increase infiltration path；By
Waterproof glue line 6 and waterproof roll 7 close precast shear wall 1 and cast-in-place 4 junction of walling and prefabricated filling wall 2 and cast-in-place walling
Wall leakage amount is reduced in the gap of 4 junctions.
Pouring reinforcement 42 is preset in cast-in-place walling 4, pouring reinforcement 42 is pre-buried under construction, and cast-in-place walling 4 is by mixed mud
Pour the formation of pouring reinforcement 42.The slot bottom of perforation groove 5 on prefabricated filling wall 2 is embedded with fixes sleeve 21, fixes sleeve 21
The one end for being embedded in prefabricated filling wall 2 is fixed with fixing muscle 22, the axis of the length direction of fixing muscle 22 perpendicular to fixes sleeve 21
Line, and fixing muscle 22 is embedded in prefabricated filling wall 2；Fixes sleeve 21 is connected with solid close to the threaded one end of precast shear wall 1
Determine bolt 23, the head of fixing bolt 23 is cast in cast-in-place walling 4.Precast shear wall 1 is close to the side of prefabricated filling wall 2
It is reserved with reserved steel bar 11, reserved steel bar 11 is cast in cast-in-place walling 4.
Referring to 2 and Fig. 3, for the waterproof effect for further promoting wall, precast shear wall 1 and prefabricated filling wall 2 are mutually leaned on
Close side is provided with reinforcing protrusion 8, is formed with embedded groove 43 in cast-in-place walling 4, reinforces protrusion 8 and matches with the insertion of embedded groove 43
It closes.
The working principle of the present embodiment is: in actually building, staff can first by precast shear wall 1 and prefabricated be filled out
It fills the installation of wall 2 under construction, casting space 3 is reserved between precast shear wall 1 and prefabricated filling wall 2, and in prefabricated filling wall 2
Be tightened bolt 23 in upper preset fixes sleeve 21；At this point, staff can pour casting space 3 and be formed cast-in-place
Pouring reinforcement 42, reserved steel bar 11 and fixing bolt 23 are cast in cast-in-place walling 4 by walling 4, and with precast shear wall 1
Perforation groove 5 and reinforcing protrusion 8 on upper and prefabricated filling wall 2 are mold, pour convex block so that forming in cast-in-place walling 4
41 and reinforce protrusion 8；Finally, junction and cast-in-place walling 4 and prefabricated filling wall 2 in precast shear wall 1 and cast-in-place walling 4
Junction is laid with Waterproof glue line 6, and waterproof roll 7 is covered on Waterproof glue line 6.It is anti-by Waterproof glue line 6 and waterproof roll 7
The only entrance of outside water, and the path penetrated by perforation groove 5 with the cooperation extension water for pouring convex block 41, thus significant increase
Waterproof effect at wall connecting, and structure is simple, construction is convenient, solid and reliable.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (8)
1. a kind of wall of band structure waterproof, including the precast shear wall (1) being vertically arranged and prefabricated filling wall (2), feature
It is, the precast shear wall (1) and prefabricated wall (2) side close to each other of filling are provided with perforation groove (5), described pre-
Be reserved with casting space (3) between shear wall (1) processed and prefabricated filling wall (2), the casting space (3) pour be formed with it is cast-in-place
Walling (4), the two sides of the cast-in-place walling (4) pour to be formed for pouring convex block with what adjacent perforation groove (5) insertion cooperated
(41).
2. a kind of wall of band structure waterproof according to claim 1, which is characterized in that the precast shear wall (1) and
Cast-in-place walling (4) junction and prefabricated filling wall (2) and cast-in-place walling (4) junction are equipped with Waterproof glue line (6).
3. a kind of wall of band structure waterproof according to claim 2, which is characterized in that covered on the Waterproof glue line (6)
It is stamped waterproof roll (7).
4. a kind of wall of band structure waterproof according to claim 1, which is characterized in that pre- in the cast-in-place walling (4)
Equipped with pouring reinforcement (42), the pouring reinforcement (42) is pre-buried under construction.
5. a kind of wall of band structure waterproof according to claim 1, which is characterized in that on the prefabricated filling wall (2)
Perforation groove (5) slot bottom be embedded with fixes sleeve (21), be threaded with fixing bolt (23) in the fixes sleeve (21),
The head of the fixing bolt (23) is cast in the cast-in-place walling (4).
6. a kind of wall of band structure waterproof according to claim 5, which is characterized in that the fixes sleeve (21) is pre-buried
One end in prefabricated filling wall (2) is vertically and fixedly provided with fixing muscle (22).
7. a kind of wall of band structure waterproof according to claim 1, which is characterized in that in the precast shear wall (1)
It is embedded with reserved steel bar (11), the reserved steel bar (11) is partially pierced by precast shear wall (1) and is cast in cast-in-place walling (4)
In.
8. a kind of wall of band structure waterproof according to claim 1, which is characterized in that the precast shear wall (1) and
It is raised (8) that prefabricated filling wall (2) side close to each other is provided with reinforcing, be formed on cast-in-place walling (4) for reinforcing
The embedded groove (43) of raised (8) insertion cooperation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821242944.XU CN208870219U (en) | 2018-08-03 | 2018-08-03 | A kind of wall of band structure waterproof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821242944.XU CN208870219U (en) | 2018-08-03 | 2018-08-03 | A kind of wall of band structure waterproof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208870219U true CN208870219U (en) | 2019-05-17 |
Family
ID=66464125
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821242944.XU Expired - Fee Related CN208870219U (en) | 2018-08-03 | 2018-08-03 | A kind of wall of band structure waterproof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208870219U (en) |
-
2018
- 2018-08-03 CN CN201821242944.XU patent/CN208870219U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190517 Termination date: 20210803 |