CN208857999U - A kind of prefabricated overlaid plate type concrete shear wall - Google Patents
A kind of prefabricated overlaid plate type concrete shear wall Download PDFInfo
- Publication number
- CN208857999U CN208857999U CN201821478447.XU CN201821478447U CN208857999U CN 208857999 U CN208857999 U CN 208857999U CN 201821478447 U CN201821478447 U CN 201821478447U CN 208857999 U CN208857999 U CN 208857999U
- Authority
- CN
- China
- Prior art keywords
- casing
- wallboard
- sleeve
- plate type
- connecting sleeve
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of prefabricated overlaid plate type concrete shear wall, including two wallboards and combination wall bushing structure, wherein, two wallboards are in opposite and interval setting, a casting space is formed between two wallboards, the combination wall bushing structure is arranged in the casting space, and the lateral surface of the wallboard is connected to along the direction towards one of them described wallboard, along the lateral surface for being connected to the wallboard towards the direction of another wallboard.It is worn by the combination wall bushing structure and is connected to the lateral surfaces of two wallboards, installation positioning inaccurate risk when reducing the pre-buried installation of a wall bushing improves the Forming Quality of prefabricated overlaid plate type concrete shear wall.
Description
Technical field
The utility model relates to concrete shear force wall technical field, in particular to a kind of prefabricated overlaid plate type concrete shear
Wall.
Background technique
Currently, when prefabricated overlaid plate type concrete shear wall is constructed, the first wallboard of first constructing, embedded wall penetration casing, to the
One wallboard is overturn after reaching some strength, and the second wallboard of constructing installs the other end of wall bushing and the second wallboard, then
Casting concrete vibrates, since wall bushing one end is already fixed on the first wallboard, when vibrating, it is easy to make set through walls
Pipe moves on the second wallboard, causes concrete to block sleeve portion reserved opening, can not find set after molding on the second wallboard
Pipe reserved opening causes very big inconvenience to in-site installation construction, when installation can only shakedown reserved opening, while to hole week
It encloses concrete and causes destruction, influence shear wall quality and beauty.
Utility model content
The main purpose of the utility model is to propose a kind of prefabricated overlaid plate type concrete shear wall, it is intended to reduce set through walls
The inaccurate risk of pre-buried installation positioning is managed, the Forming Quality of prefabricated overlaid plate type concrete shear wall is improved.
To achieve the above object, the utility model proposes prefabricated overlaid plate type concrete shear wall, comprising:
Two are in opposite and spaced wallboard, form a casting space between two wallboards；And
Wall bushing structure is combined, is arranged in the casting space, and along the direction towards one of them described wallboard
It is connected to the lateral surface of the wallboard, along the lateral surface for being connected to the wallboard towards the direction of another wallboard.
Preferably, the combination wall bushing structure includes:
First sleeve, one of be located therein described in wallboard, one end of the first sleeve is connected to the wallboard outward
Lateral surface, the other end of the first sleeve extend inwardly in the casting space；
Second casing is set to another wallboard, and one end of second casing is connected to the outside of the wallboard outward
The other end in face, second casing extends inwardly in the casting space；And
Connecting sleeve is set in the casting space, and one end of the connecting sleeve is connected to the first sleeve, described
The other end of connecting sleeve is connected to second casing.
Preferably, the first sleeve and second casing, one of them is threadedly coupled with the connecting sleeve, another
It is a to be arranged with connecting sleeve socket.
Preferably, the connecting sleeve is threadedly coupled with the first sleeve；
The outer diameter of second casing is in the internal diameter setting less than the connecting sleeve, and second casing is sheathed on described
In connecting sleeve.
Preferably, second casing, which covers, has the connecting pin being sheathed in the connecting sleeve, outside the connecting pin
Diameter is on the direction towards the connecting sleeve in diminution setting.
Preferably, the connecting sleeve has the installation end for being arranged with second casing, and the end face of the installation end is set
There is sealant tape, the sealant tape is to seal the gap between the connecting sleeve and second casing.
Preferably, the lateral surface of second casing is equipped with annular groove；
The prefabricated overlaid plate type concrete shear wall further includes sealing shroud, and the sealing shroud is set to the annular groove
It is interior, and be sheathed in the inner cavity of the connecting sleeve.
Preferably, the annular groove and the sealing shroud are multiple in being arranged in a one-to-one correspondence, and along second casing
The setting of length direction interval.
Preferably, the material of the first sleeve is PVC material；And/or
The material of second casing is PVC material；And/or
The material of the connecting sleeve is metal material or PVC material.
Preferably, the combination wall bushing structure setting is multiple.
In technical solution provided by the utility model, the combination wall bushing structure is arranged in the casting space,
And the lateral surface of the wallboard is connected to along the direction towards one of them described wallboard, along towards the direction of another wallboard
It is connected to the lateral surface of the wallboard, the outside for being connected to two wallboards is worn by the combination wall bushing structure
Face, the inaccurate risk of installation positioning, improves prefabricated overlaid plate type concrete shear when reducing the pre-buried installation of a wall bushing
The Forming Quality of wall.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, the structure that can also be shown according to these attached drawings obtains other attached drawings.
Fig. 1 is the schematic elevation view of an embodiment of prefabricated overlaid plate type concrete shear wall provided by the utility model；
Fig. 2 be Fig. 1 in along A-A to schematic cross-sectional view；
Fig. 3 is the enlarged diagram of part B in Fig. 2.
Drawing reference numeral explanation:
| Label | Title | Label | Title |
| 100 | Prefabricated overlaid plate type concrete shear wall | 22 | Second casing |
| 1 | Wallboard | 221 | Annular groove |
| 11 | Casting space | 23 | Connecting sleeve |
| 2 | Combine wall bushing structure | 3 | Sealing shroud |
| 21 | First sleeve | 4 | Sealant tape |
The embodiments will be further described with reference to the accompanying drawings for the realization, functional characteristics and advantage of the utility model aim.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describing, it is clear that described embodiment is only a part of the embodiment of the utility model, rather than all
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise
Under every other embodiment obtained, fall within the protection scope of the utility model.
It is to be appreciated that directionality instruction is only used for solving if relating to directionality instruction in the utility model embodiment
Relative positional relationship, the motion conditions etc. between component each under a certain particular pose are released, if the particular pose changes
When, then directionality instruction also correspondingly changes correspondingly.
In addition, if relating to the description of " first ", " second " etc. in the utility model embodiment, " first ", " the
Two " etc. description is used for description purposes only, and is not understood to indicate or imply its relative importance or is implicitly indicated meaning
The quantity of the technical characteristic shown." first " is defined as a result, the feature of " second " can explicitly or implicitly include at least one
A this feature.It in addition, the technical solution between each embodiment can be combined with each other, but must be with ordinary skill
Based on personnel can be realized, this technical side will be understood that when the combination of technical solution appearance is conflicting or cannot achieve
The combination of case is not present, also not within the protection scope of the requires of the utility model.
The utility model proposes a kind of prefabricated overlaid plate type concrete shear wall, Fig. 1 to Fig. 3 is provided by the utility model
The schematic diagram of one embodiment of prefabricated overlaid plate type concrete shear wall.
It please refers to Fig.1 to Fig.3, the prefabricated overlaid plate type concrete shear wall 100 includes that two wallboards 1 and combination are through walls
Cannula structure 2, wherein two wallboards 1 are in opposite and interval setting, form a casting space between two wallboards 1
11, the combination wall bushing structure 2 is arranged in the casting space 11, and along the side towards one of them described wallboard 1
To the lateral surface for being connected to the wallboard 1, along the lateral surface for being connected to the wallboard 1 towards the direction of another wallboard 1.
In technical solution provided by the utility model, the combination wall bushing structure 2 is arranged in the casting space 11
It is interior, and be connected to along the direction towards one of them described wallboard 1 lateral surface of the wallboard 1, along towards another wallboard 1
Direction be connected to the lateral surface of the wallboard 1, worn by the combination wall bushing structure 2 and be connected to two wallboards
1 lateral surface, the inaccurate risk of installation positioning, improves prefabricated overlaid plate type coagulation when reducing the pre-buried installation of a wall bushing
The Forming Quality of native shear wall 100.
Specifically, in embodiment provided by the utility model, the combination wall bushing structure 2 includes first sleeve 21
(in the present embodiment, the material of the first sleeve 21 is PVC material), the second casing 22 (in the present embodiment, second casing
22 material is PVC material) and connecting sleeve 23 (in the present embodiment, the material of the connecting sleeve 23 be metal material or
PVC material), wherein the first sleeve 21 one of be located therein described in wallboard 1, one end of the first sleeve 21 connects outward
The lateral surface of the wallboard 1 is passed to, the other end of the first sleeve 21 extends inwardly in the casting space 11, and described
Two casings 22 are set to another wallboard 1, and one end of second casing 22 is connected to the lateral surface of the wallboard 1, institute outward
The other end for stating the second casing 22 extends inwardly in the casting space 11, and the connecting sleeve 23 is set to the casting space
In 11, one end of the connecting sleeve 23 is connected to the first sleeve 21, and the other end of the connecting sleeve 23 is connected to institute
The second casing 22 is stated, by setting three sections for described sleeve pipe, the first sleeve 21 and second casing 22 set up separately two
It on a wallboard 1, is completed with being positioned on two walls respectively, it is only necessary to which intermediate connecting sleeve 23 is excessively connected
, cause screw rod through walls that can not install convenient for solving the problem of that wall bushing aligns inaccuracy on two walls.
It should be noted that the first sleeve 21 and second casing 22 are set up separately on two wallboards 1,
When carrying out first wallboard 1, the first pre-buried first sleeve 21, after the completion of first wallboard 1 is poured, is conserved,
Second wallboard 1 is wait before pouring, on the one hand, first pours mold for what second casing 22 was fixedly installed in second wall
It is interior, and the connecting sleeve 23 is fixedly installed in the first sleeve 21 or second casing 22, it on the other hand, will
First wallboard 1 is placed in the top of second wallboard 1, then slowly by the reinforcing bar in first wallboard 1
Mesh sheet is pressed into the pouring in mold of second wall, while indentation, the casing that is not connected with the connecting sleeve 23
It is constantly inserted into the connecting sleeve 23, so that the first sleeve 21, the second casing 22 and the formation of connecting sleeve 23 one are whole
Body, then pouring for second wallboard 1 is carried out, after the completion of second wallboard 1 pours, then carry out the coagulation in the casting space 11
Soil pours, in this way, completing the production of the prefabricated overlaid plate type concrete shear wall 100.
In the embodiments of the present invention, the first sleeve 21 and second casing 22, one of them and the company
Female connector pipe 23 is threadedly coupled, another is socketed with the connecting sleeve 23 is arranged, and by the way of threaded connection, simply, is easy to
Operation, by the way of socket connection, convenient for being inserted into another wallboard 1 in the reinforced mesh of wherein one wallboard 1
When, the connecting sleeve 23 and the first sleeve 21 or it is second set described between relative movement.
Specifically, in the embodiments of the present invention, the connecting sleeve 23 is threadedly coupled with the first sleeve 21, institute
The outer diameter for stating the second casing 22 is in the internal diameter setting for being less than the connecting sleeve 23, and second casing 22 is sheathed on the connection
In casing 23, is the equal of that second casing 22 is inserted into the connecting sleeve 23, selects the connecting sleeve 23 larger
Size, the length of the connecting sleeve 23 does not need too long, can save material, save the cost.
It is inserted into the connecting sleeve 23 for the ease of second casing 22, in the present embodiment, second casing 22
Covering has the connecting pin being sheathed in the connecting sleeve 23, and the outer diameter of the connecting pin is in the side towards the connecting sleeve 23
Upwards in setting is reduced, the lateral surface of the connecting pin is the equal of a guide ramp, is inserted into convenient for second casing 22
In the connecting sleeve 23, there is preferable effect.
The leakproofness of the combination wall bushing structure 2 is also the content of the utility model, for example, can be in the combination
After wall bushing structure 2 is relatively fixed, sealant tape 4 can be increased in junction or coat sealant etc, it can also be with
Locate the structure of sealing shroud 3 etc is arranged in the pipe of the connecting sleeve 23 and between second casing 22 to be sealed
Reason, certainly, above two sealing means can select a use, can also use simultaneously, while more seal effect using having
Fruit.
Specifically, please refer to figs. 2 and 3, and the connecting sleeve 23 has the installation end for being arranged with second casing 22,
The end face of the installation end is equipped with sealant tape 4, and the sealant tape 4 is to seal the connecting sleeve 23 and described second set
Gap between pipe 22 obstructs concrete by the sealant tape 4 into the risk in the connecting sleeve 23, tool well
There is preferable effect, certainly, can further be connected using taper thread between the first sleeve 21 and the connecting sleeve 23
The mode connect also functions to preferable sealing effect.
In the embodiment being sealed using sealing shroud 3, specifically, the lateral surface of second casing 22 is equipped with annular
Groove 221, the prefabricated overlaid plate type concrete shear wall 100 further includes sealing shroud 3, and the sealing shroud 3 is set to the annular
In groove 221, and it is sheathed in the inner cavity of the connecting sleeve 23, the material of the sealing shroud 3 is typically chosen soft material,
Such as nylon, rubber etc. relatively move for convenience, can also increase some lubricating grease etc in the connecting sleeve 23
, it is inserted into the connecting sleeve 23 convenient for second casing 22, there is preferable effect.
In order to further increase sealing effect, in the present embodiment, the annular groove 221 is in one with the sealing shroud 3
One be correspondingly arranged it is multiple, and along the length direction interval of second casing 22 be arranged, multi-sealed effect can be played.
In the embodiments of the present invention, the combination wall bushing structure 2 is arranged multiple, can wear multiple wear simultaneously
Wall screw rod has preferable effect as the immobilizing foundation of other multiple templates.
The above is only the preferred embodiment of the present invention, and therefore it does not limit the scope of the patent of the utility model,
It is all under the design of the utility model, equivalent structure transformation made based on the specification and figures of the utility model, or
Directly/be used in other related technical areas indirectly and be included in the scope of patent protection of the utility model.
Claims (10)
1. a kind of prefabricated overlaid plate type concrete shear wall characterized by comprising
Two are in opposite and spaced wallboard, form a casting space between two wallboards；And
Wall bushing structure is combined, is arranged in the casting space, and is connected to along the direction towards one of them described wallboard
To the lateral surface of the wallboard, along the lateral surface for being connected to the wallboard towards the direction of another wallboard.
2. prefabricated overlaid plate type concrete shear wall as described in claim 1, which is characterized in that the combination wall bushing knot
Structure includes:
First sleeve, one of be located therein described in wallboard, one end of the first sleeve is connected to the outside of the wallboard outward
Face, the other end of the first sleeve extend inwardly in the casting space；
Second casing is set to another wallboard, and one end of second casing is connected to the lateral surface of the wallboard, institute outward
The other end for stating the second casing extends inwardly in the casting space；And
Connecting sleeve is set in the casting space, and one end of the connecting sleeve is connected to the first sleeve, the connection
The other end of casing is connected to second casing.
3. prefabricated overlaid plate type concrete shear wall as claimed in claim 2, which is characterized in that the first sleeve and described
Second casing, one of them is threadedly coupled with the connecting sleeve, another is socketed with the connecting sleeve is arranged.
4. prefabricated overlaid plate type concrete shear wall as claimed in claim 3, which is characterized in that the connecting sleeve with it is described
First sleeve is threadedly coupled；
The outer diameter of second casing is in the internal diameter setting less than the connecting sleeve, and second casing is sheathed on the connection
In casing.
5. prefabricated overlaid plate type concrete shear wall as claimed in claim 4, which is characterized in that the second casing set has
It is sheathed on the connecting pin in the connecting sleeve, the outer diameter of the connecting pin is on the direction towards the connecting sleeve in diminution
Setting.
6. prefabricated overlaid plate type concrete shear wall as claimed in claim 4, which is characterized in that the connecting sleeve has set
The end face of installation end equipped with second casing, the installation end is equipped with sealant tape, and the sealant tape is to seal
State the gap between connecting sleeve and second casing.
7. prefabricated overlaid plate type concrete shear wall as claimed in claim 4, which is characterized in that the outside of second casing
Face is equipped with annular groove；
The prefabricated overlaid plate type concrete shear wall further includes sealing shroud, and the sealing shroud is set in the annular groove, and
It is sheathed in the inner cavity of the connecting sleeve.
8. prefabricated overlaid plate type concrete shear wall as claimed in claim 7, which is characterized in that the annular groove with it is described
Sealing shroud is multiple in being arranged in a one-to-one correspondence, and is arranged along the length direction interval of second casing.
9. prefabricated overlaid plate type concrete shear wall as described in claim 1, which is characterized in that the material of the first sleeve
For PVC material；And/or
The material of second casing is PVC material；And/or
The material of the connecting sleeve is metal material or PVC material.
10. prefabricated overlaid plate type concrete shear wall as claimed in any one of claims 1 to 9, which is characterized in that described group
Suitable wall sleeve structure setting is multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821478447.XU CN208857999U (en) | 2018-09-10 | 2018-09-10 | A kind of prefabricated overlaid plate type concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821478447.XU CN208857999U (en) | 2018-09-10 | 2018-09-10 | A kind of prefabricated overlaid plate type concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208857999U true CN208857999U (en) | 2019-05-14 |
Family
ID=66417459
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821478447.XU Active CN208857999U (en) | 2018-09-10 | 2018-09-10 | A kind of prefabricated overlaid plate type concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208857999U (en) |
-
2018
- 2018-09-10 CN CN201821478447.XU patent/CN208857999U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201217847Y (en) | Plug-in type preformed hole grouting reinforcement lapping connection component | |
| CN204112604U (en) | The slip casting rebar connector of band cone tail | |
| CN106320162B (en) | Using the precast assembly bent cap structure and construction method of steel shear connector | |
| CN105019558B (en) | The Bar Anchorage connection structure of prefabricated assembled concrete component and connection method | |
| CN207062993U (en) | Pipe gallery prefabricated components and concrete cast-in-situ section movement joint attachment structure | |
| CN204826429U (en) | Cast member reinforcing bar grout connecting piece | |
| CN105822324A (en) | Full-automatic tunnel end form | |
| CN204456877U (en) | For the split bolt syndeton of construction formwork | |
| CN203701436U (en) | Lap joint structure of vertical reinforcements and steel sleeve of assembled wall | |
| CN208857999U (en) | A kind of prefabricated overlaid plate type concrete shear wall | |
| CN205259460U (en) | Extrusion sleeve leads nipple | |
| CN208965888U (en) | Half grout sleeve | |
| CN203286163U (en) | Combined concrete pipe with lining pipe | |
| CN207211427U (en) | A kind of prefabricated assembled concrete shear wall | |
| CN202131676U (en) | Quake-proof steel tie bar embedded part | |
| CN204061910U (en) | A kind of perfusion type lubrication backbone sealing ring | |
| CN205822476U (en) | The waterproof case of the plug-in wall of a kind of PC and in-situ layer handing-over and cast-in-situ wall thereof | |
| CN205224423U (en) | Guiding steel bar connection grout sleeve structure | |
| CN103321413A (en) | Bolt sleeve and waterproof through-wall bolt device for formwork support | |
| CN209025318U (en) | Half grout sleeve | |
| CN201539100U (en) | Simple mould fitting for construction floor prepared holes | |
| CN209837690U (en) | Template structure for controlling quality of construction joint of concrete wall | |
| CN213330003U (en) | Template for preventing mortar leakage caused by staggering of wall body section pouring and connecting position | |
| CN109838241A (en) | A kind of push pipe-shield conversion equipment and construction equipment | |
| CN205206299U (en) | Outer wall body concrete placement template fixing device in upper strata of crossing department of floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |