CN206495362U - A kind of assembly concrete shear wall structure sleeve grouting cabin sealing device - Google Patents
A kind of assembly concrete shear wall structure sleeve grouting cabin sealing device Download PDFInfo
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- CN206495362U CN206495362U CN201720140795.5U CN201720140795U CN206495362U CN 206495362 U CN206495362 U CN 206495362U CN 201720140795 U CN201720140795 U CN 201720140795U CN 206495362 U CN206495362 U CN 206495362U
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- straight type
- angle steel
- type angle
- wall body
- cleat
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Abstract
The utility model proposes a kind of assembly concrete shear wall structure sleeve grouting cabin sealing device, the problem of solving in the prior art using seat slurry influence grouting quality, structure safety and building service life.The utility model includes straight type angle steel and angle cleat, straight type angle steel is located at the wall side of precast wall body, angle cleat is located at the wall end of precast wall body, straight type angle steel and angle cleat head and the tail connection is trapped among the surrounding of precast wall body, straight type angle steel and structure floor, sealing strip is equipped between precast wall body, angle cleat and structure floor, sealing strip is equipped between precast wall body, structure floor is connected with pre embedded bolt, pre embedded bolt is connected with bearing diagonal nut, bearing diagonal nut is flexibly connected with expansion screw, straight type angle steel coordinates with expansion screw, the angle of expansion screw and structure floor is more than 0 degree and less than 90 degree.The utility model standardized production, versatility is good, convenient to assemble and disassemble, and turnover utilization rate is high, good integrity.
Description
Technical field
The utility model is related to building fabricated shear wall, particularly relates to a kind of assembly concrete shear wall structure sleeve
Be in the milk cabin sealing device.
Background technology
Assembled architecture refer to main bearing member and part using standardized designs, factorial praluction, prefabricated construction,
Integration finishing and the mode of production that information system management is principal character, it is intended to improve construction engineering quality and benefit, realize section
Can emission reduction and resource-effective purpose.Current assembly concrete shear wall structure sleeve grouting site operation mainly by
Seat slurry mortar leakage prevention is used between dry wall and floor, needs to wait for stiff intensity and reach to carry out cementing operations after requirement again.Although applying
Work difficulty is low, but ensures because the growth of seat pulp strength needs the time, and it is delayed to directly result in grouting time, have impact on main body
The crucial duration route of structure construction；Construction quality is limited to material and the operational capacity of personnel, and its slurry seal effect can not ensure,
Have a strong impact on grouting quality；And seat slurry has occupied structure slip casting space, prefabricated components connecting portion actual loading is caused to cut
Face diminishes, so as to influence structure safety and building service life.
Utility model content
The utility model proposes a kind of assembly concrete shear wall structure sleeve grouting cabin sealing device, installation operation letter
It list, good, environmentally friendly stability, good sealing effect, can be used in turn, solve in the prior art using seat slurry influence grouting matter
The problem of amount, structure safety and building service life.
What the technical solution of the utility model was realized in：A kind of assembly concrete shear wall structure sleeve grouting envelope
Bin device, including the straight type angle steel and angle cleat of structure floor and precast wall body angle are located at, straight type angle steel is located at prefabricated
The wall side of wall, angle cleat is located at the wall end of precast wall body, and straight type angle steel and angle cleat head and the tail connection is trapped among precast wall body
Surrounding, be equipped with sealing strip, angle cleat and structure floor, dry wall between straight type angle steel and structure floor, precast wall body
Sealing strip is equipped between body, structure floor is connected with pre embedded bolt, pre embedded bolt is connected with bearing diagonal nut, bearing diagonal nut
It is flexibly connected with expansion screw, straight type angle steel coordinates with expansion screw, the angle of expansion screw and structure floor is more than 0 degree and small
In 90 degree.
Described angle cleat one end is fixedly connected with straight type angle steel, and the other end is connected with straight type angle steel by hinge activity
Connect.
Described angle cleat two ends are flexibly connected with straight type angle steel by hinge.
The termination of described straight type angle steel is provided with connecting plate, and connecting plate is provided with pin hole, and adjacent straight type angle steel passes through
Pin hole, pin and chock connection.
Described expansion screw and the angle of structure floor are 30 degree.
The utility model makes pre embedded bolt produce reaction force by adjusting expansion screw length, by the angle with sealing strip
Steel is fixed on precast wall body and structure floor angle；Precast wall body angle is flexibly connected with angle steel, produces obturation effect, is prevented
Only spillage during slip casting；Standard element is made in angle steel design by building module, wall side is fixed using straight type angle steel, and wall end is using directly
Type angle steel, angle cleat and precast wall body are fastened, and are connected between adjacent straight type angle steel by pin and chock；The envelope storehouse
Device standardized production, versatility is good, convenient to assemble and disassemble, and turnover utilization rate is high, good integrity.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing used required in description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the utility model structural representation.
Fig. 2 is Fig. 1 A-A direction views.
Fig. 3 is straight type angle steel top view.
Fig. 4 is Fig. 3 B-B direction view.
Wherein：1st, precast wall body；2nd, structure floor；3rd, straight type angle steel；4th, sealing strip；5th, bearing diagonal nut；6th, stretch spiral shell
Bar；7th, pre embedded bolt；8th, angle cleat；9th, connecting plate；10th, hinge；11st, pin hole.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is paid
The every other embodiment obtained, belongs to the scope of the utility model protection.
Embodiment 1
As depicted in figs. 1 and 2, a kind of assembly concrete shear wall structure sleeve grouting cabin sealing device, including be located at knot
Structure floor 2 and the straight type angle steel 3 and angle cleat 8 of the angle of precast wall body 1, straight type angle steel 3 are located at the wall side of precast wall body 1,
Angle cleat 8 is located at the wall end of precast wall body 1, and straight type angle steel 3 and angle cleat 8 connect the surrounding for being trapped among precast wall body 1 from beginning to end,
Sealing strip 4, angle cleat 8 and structure floor 2, precast wall body are equipped between straight type angle steel 3 and structure floor 2, precast wall body 1
Sealing strip 4 is equipped between 1, structure floor 2 is connected with pre embedded bolt 7, and pre embedded bolt 7 is connected with bearing diagonal nut 5, bearing diagonal
Nut 5 is flexibly connected with expansion screw 6, and straight type angle steel 3 coordinates with expansion screw 6, the angle of expansion screw 6 and structure floor 2
More than 0 degree and less than 90 degree.
The present embodiment operation instruction：Pre embedded bolt 7 is pre-buried to be fixed in structural floor 2, and the oblique weld of bearing diagonal nut 5 exists
Pre embedded bolt 7, expansion screw 6 is threaded into bearing diagonal nut 5, and pre embedded bolt 7 is produced by adjusting the length of expansion screw 6
Raw reaction force, is fixed on precast wall body 1 and the angle of structure floor 2, sealing strip 4 passes through strength glue by straight type angle steel 3
On straight type angle steel 3 and angle cleat 8, so that angle is flexibly connected with straight type angle steel 3, angle cleat 8, closed effect is produced
Really, spillage when preventing slip casting.
Expansion screw 6 is obliquely installed, and acts on straight 3 one inclined power of type angle steel, pastes two end faces of straight type angle steel 3
Tight precast wall body 1 and structure floor 2, strengthen sealing effectiveness.
Angle cleat 8 is located at the wall end of precast wall body 1, wall end to be fastened using angle cleat 8 and straight type angle steel 3, straight type
Angle steel 3 is located at the wall side of precast wall body 1, wall side to be fixed using straight type angle steel 3, and two adjacent straight type angle steel 3 are interconnected,
Angle cleat 8 and straight type angle steel 3 at wall end are connected as an entirety, form U-shaped buckling piece and are fastened at wall end, wall end it
Between wall side be provided with some straight type angle steel 3, U-shaped buckling piece and straight type angle steel 3 are trapped among the surrounding of precast wall body 1, to prefabricated
The comprehensive of wall 1 is sealed.
Embodiment 2
As shown in Fig. 2 a kind of assembly concrete shear wall structure sleeve grouting cabin sealing device, described angle cleat 8
One end is fixedly connected with straight type angle steel 3, and the other end is flexibly connected with straight type angle steel 3 by hinge 10.
Other structures be the same as Example 1.
The present embodiment operation instruction：Angle cleat 8 surrounds U-shaped with straight type angle steel 3 and is fastened at wall end, to same at wall end
Sample carries out sealing protection, and spillage when preventing slip casting, one end of angle cleat 8 is fixedly connected, and the other end is flexibly connected, it is convenient install with
Dismounting, improves the turnover utilization rate of cabin sealing device, reduces production cost.
Embodiment 3
A kind of assembly concrete shear wall structure sleeve is in the milk cabin sealing device, described two ends of angle cleat 8 with directly
Type angle steel 3 is flexibly connected by hinge 10.
Other structures be the same as Example 1.
The present embodiment operation instruction：Angle cleat 8 surrounds U-shaped with straight type angle steel 3 and is fastened at wall end, to same at wall end
Sample carries out sealing protection, and spillage when preventing slip casting, the two ends of angle cleat 8 are flexibly connected, it is convenient install with dismounting, improve envelope storehouse
The turnover utilization rate of device, reduces production cost.
Embodiment 4
As shown in Figure 3 and Figure 4, a kind of assembly concrete shear wall structure sleeve grouting cabin sealing device, described straight type
The termination of angle steel 3 is provided with connecting plate 9, and connecting plate 9 is provided with pin hole 11, and adjacent straight type angle steel 3 passes through pin hole 11, pin
With chock connection.
The angle of described expansion screw 6 and structure floor 2 is 30 degree.
Other structures be the same as Example 1.
The present embodiment operation instruction：Standard element, standard element size difference is made with building module design in straight type angle steel 3
For 300mm, 600mm, 900mm, assembly is integral to be used, and is connected between adjacent straight type angle steel 3 by pin and chock,
Convenient to assemble and disassemble, the number of turnover is high.
When the angle of expansion screw 6 and structure floor 2 is 30 degree, the uniform force of angle member 3 rationally, sealing effectiveness compared with
It is good.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc. should be included in the utility model
Protection domain within.
Claims (5)
- The cabin sealing device 1. a kind of assembly concrete shear wall structure sleeve is in the milk, it is characterised in that：Including being located at structure floor （2）With precast wall body（1）The straight type angle steel of angle（3）And angle cleat（8）, straight type angle steel（3）It is located at precast wall body（1）'s Wall side, angle cleat（8）It is located at precast wall body（1）Wall end, straight type angle steel（3）And angle cleat（8）Head and the tail connection is trapped among pre- Wall processed（1）Surrounding, straight type angle steel（3）And structure floor（2）, precast wall body（1）Between be equipped with sealing strip（4）, connection Angle steel（8）And structure floor（2）, precast wall body（1）Between be equipped with sealing strip（4）, structure floor（2）With pre embedded bolt（7） Connection, pre embedded bolt（7）With bearing diagonal nut（5）Connection, bearing diagonal nut（5）With expansion screw（6）It is flexibly connected, straight type angle Steel（3）With expansion screw（6）Coordinate, expansion screw（6）With structure floor（2）Angle be more than 0 degree and be less than 90 degree.
- The cabin sealing device 2. assembly concrete shear wall structure sleeve according to claim 1 is in the milk, it is characterised in that：Institute The angle cleat stated（8）One end and straight type angle steel（3）It is fixedly connected, the other end and straight type angle steel（3）Pass through hinge（10）Activity Connection.
- The cabin sealing device 3. assembly concrete shear wall structure sleeve according to claim 1 is in the milk, it is characterised in that：Institute The angle cleat stated（8）Two ends with straight type angle steel（3）Pass through hinge（10）It is flexibly connected.
- 4. the assembly concrete shear wall structure sleeve grouting cabin sealing device according to claim 1 or 2 or 3, its feature It is：Described straight type angle steel（3）Termination be provided with connecting plate（9）, connecting plate（9）It is provided with pin hole（11）, adjacent is straight Type angle steel（3）Pass through pin hole（11）, pin and chock connection.
- 5. the assembly concrete shear wall structure sleeve grouting cabin sealing device according to claim 1 or 2 or 3, its feature It is：Described expansion screw（6）With structure floor（2）Angle be 30 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720140795.5U CN206495362U (en) | 2017-02-16 | 2017-02-16 | A kind of assembly concrete shear wall structure sleeve grouting cabin sealing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720140795.5U CN206495362U (en) | 2017-02-16 | 2017-02-16 | A kind of assembly concrete shear wall structure sleeve grouting cabin sealing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206495362U true CN206495362U (en) | 2017-09-15 |
Family
ID=59805068
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720140795.5U Expired - Fee Related CN206495362U (en) | 2017-02-16 | 2017-02-16 | A kind of assembly concrete shear wall structure sleeve grouting cabin sealing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206495362U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235664A (en) * | 2018-10-26 | 2019-01-18 | 北京住总第三开发建设有限公司 | A kind of fabricated construction precast wall body sits the construction tool and its construction method of slurry |
| CN109469265A (en) * | 2018-11-02 | 2019-03-15 | 中民筑友建设科技集团有限公司 | A kind of plugging device of adjacent vertical member seam |
| CN109469264A (en) * | 2018-11-02 | 2019-03-15 | 中民筑友建设科技集团有限公司 | The plugging plate and plugging device in a kind of grout sleeve connection storehouse |
| CN110397273A (en) * | 2019-07-12 | 2019-11-01 | 广西建工集团第五建筑工程有限责任公司 | A kind of vertical PC component high-pressure slip-casting piece plugging device and its plugging construction method |
| CN110593402A (en) * | 2019-10-14 | 2019-12-20 | 中建二局第二建筑工程有限公司 | Prefabricated column bottom angle steel seat slurry combination device and construction method |
| CN111877603A (en) * | 2020-07-01 | 2020-11-03 | 上海建工集团股份有限公司 | Precast concrete shear wall supporting and grouting surrounding integrated tool system and method |
| CN112031181A (en) * | 2020-08-27 | 2020-12-04 | 中国十七冶集团有限公司 | Prefabricated wallboard and floor slab joint bin sealing tool and construction method |
| CN113323180A (en) * | 2020-10-21 | 2021-08-31 | 安徽迦得建筑科技有限公司 | Construction process for grouting and sealing assembled integral shear wall |
-
2017
- 2017-02-16 CN CN201720140795.5U patent/CN206495362U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235664A (en) * | 2018-10-26 | 2019-01-18 | 北京住总第三开发建设有限公司 | A kind of fabricated construction precast wall body sits the construction tool and its construction method of slurry |
| CN109235664B (en) * | 2018-10-26 | 2023-10-20 | 北京住总第三开发建设有限公司 | Construction tool for prefabricated wall body slurry setting of assembled structure and construction method thereof |
| CN109469265A (en) * | 2018-11-02 | 2019-03-15 | 中民筑友建设科技集团有限公司 | A kind of plugging device of adjacent vertical member seam |
| CN109469264A (en) * | 2018-11-02 | 2019-03-15 | 中民筑友建设科技集团有限公司 | The plugging plate and plugging device in a kind of grout sleeve connection storehouse |
| CN109469265B (en) * | 2018-11-02 | 2021-02-05 | 中民筑友建设科技集团有限公司 | Plugging device of adjacent vertical component seam |
| CN109469264B (en) * | 2018-11-02 | 2021-02-05 | 中民筑友建设科技集团有限公司 | Plugging plate and plugging device of grouting sleeve communicating bin |
| CN110397273A (en) * | 2019-07-12 | 2019-11-01 | 广西建工集团第五建筑工程有限责任公司 | A kind of vertical PC component high-pressure slip-casting piece plugging device and its plugging construction method |
| CN110593402A (en) * | 2019-10-14 | 2019-12-20 | 中建二局第二建筑工程有限公司 | Prefabricated column bottom angle steel seat slurry combination device and construction method |
| CN111877603A (en) * | 2020-07-01 | 2020-11-03 | 上海建工集团股份有限公司 | Precast concrete shear wall supporting and grouting surrounding integrated tool system and method |
| CN112031181A (en) * | 2020-08-27 | 2020-12-04 | 中国十七冶集团有限公司 | Prefabricated wallboard and floor slab joint bin sealing tool and construction method |
| CN113323180A (en) * | 2020-10-21 | 2021-08-31 | 安徽迦得建筑科技有限公司 | Construction process for grouting and sealing assembled integral shear wall |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20170915 Termination date: 20220216 |