CN211421832U - Masonry wall constructional column pouring device - Google Patents
Masonry wall constructional column pouring device Download PDFInfo
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- CN211421832U CN211421832U CN201921164591.0U CN201921164591U CN211421832U CN 211421832 U CN211421832 U CN 211421832U CN 201921164591 U CN201921164591 U CN 201921164591U CN 211421832 U CN211421832 U CN 211421832U
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Abstract
The utility model provides a masonry wall constructional column pouring device, which is characterized in that a column longitudinal bar and a column transverse bar are firmly connected with a built-in anchor plate and a built-in tie bar which are preset in a block wall body, then side wall templates are arranged at two sides of the block wall body at the constructional column position, and a template side pressure plate and a side wall template are tightly connected with the block wall body through a counter-pull screw rod; the top of the building block wall body is provided with a platform support pier and a pouring platform plate, the lower surface and the upper surface of the pouring platform plate are respectively provided with a pressurizing bag and a platform pressure weight body, and the pressurizing bag is connected with a pressurizing pump through a pressure applying pipe; and communicating the concrete pouring pipe with the pouring funnel, performing constructional column pouring construction, pressurizing the pressurizing bag after the constructional column is poured, and compacting the constructional column concrete. The utility model discloses can effectively promote the drawknot intensity of block wall and constructional column to can improve lateral wall template and block wall's seal, can also improve the closely knit degree of lateral wall template supported reliability and constructional column concrete established.
Description
Technical Field
The utility model relates to a building engineering field, in particular to can promote site operation efficiency and quality, improve masonry wall constructional column pouring device of form setting and concrete placement quality belongs to the building engineering field, is applicable to building block infilled wall construction engineering.
Background
In recent years, with national requirements on energy conservation and environmental protection in the field of building materials, the application of concrete prefabricated bodies is more and more popular. In the pouring construction process of the masonry wall constructional column, the construction problems that the strength of the building block wall body and the constructional column is not enough, the airtightness between the side wall formwork and the building block wall body is not good, the supporting reliability of the side wall formwork is not enough and the like are often encountered.
In the prior art, a masonry filler wall constructional column concrete pouring device comprises a base, a detachable blanking hopper and a base sealing plate; the feed opening of fretwork is seted up at the base middle part, and the feed opening both sides are equipped with base lockpin checkpost respectively, and the feed opening lower part is equipped with half division of sub-hinge of base, transversely is equipped with the base on the base and seals the board slot, and the base seals the board and inserts to base sealing board slot in, can dismantle the both sides of hopper down and be equipped with respectively with the hopper lockpin card of the lower hopper of being connected of base lockpin checkpost cooperation female, can dismantle the hopper lower part down and be equipped with half division of female hinge of the lower hopper of being connected with the sub. The technology can solve the problem of large material loss in the concrete pouring process of the masonry filler wall constructional column to a certain extent, but can further improve the connection strength of the concrete constructional column and the block concrete wall, the difficulty in installing and positioning the template and the like.
In view of this, in order to improve the construction quality of the masonry wall constructional column, the masonry wall constructional column pouring device which can improve the tensile strength of the block wall and the constructional column, improve the airtightness of the side wall formwork and the block wall, and improve the reliability of the side wall formwork support and the compactness of the constructional column concrete is urgently needed to be invented at present.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a not only can promote the drawknot intensity of block wall and constructional column, can improve lateral wall template and block wall's seal moreover, can also improve the masonry wall constructional column pouring device of the reliability and the constructional column concrete compactness that the lateral wall template was established.
In order to realize above arbitrary utility model purpose, the utility model provides a device is pour to brickwork wall constructional column is applied to block wall's construction, include: the column longitudinal ribs, the column transverse ribs, the side wall templates, the template side pressure plate oppositely-pulling screw rods and the closed supporting body; wherein the column longitudinal bars and the column transverse bars are firmly connected with the built-in anchor plates and the built-in tie bars which are preset in the block wall body, the column longitudinal bars are arranged at intervals, and the column transverse bars and the column longitudinal bars are vertically arranged; the side wall templates are arranged at two sides of the block wall body at the constructional column part, template side pressure plates are arranged at the outer sides of the side wall templates, airtight supporting bodies are arranged between the template side pressure plates and the block wall body, and opposite side airtight supporting bodies and opposite side template side pressure plates are connected through opposite pull screws.
In some embodiments, the built-in anchor plate and the built-in tie bar are respectively arranged at the vertical joint and the transverse joint of the blockwork.
In some embodiments, a longitudinal bar embedding groove is arranged on one side of the built-in tie bar close to the column longitudinal bar, and the column longitudinal bar is firmly connected with the built-in tie bar through the connecting retaining bar.
In some embodiments, the connecting blocking rib is formed by rolling a steel plate or a steel bar and is welded with the column longitudinal rib and the built-in tie bar.
In some embodiments, the sidewall form facade is the same shape as the construction post.
In some embodiments, screw through holes are formed in the formwork side plates and the airtight supporting bodies, and the formwork side plates and the side wall formworks are tightly connected with the block wall through oppositely-pulling screws.
In some embodiments, the sealed support is cut from a rubber sheet.
In some embodiments, the top of the block wall is sequentially provided with a platform support pier and a pouring platform plate, the lower surface and the upper surface of the pouring platform plate are respectively provided with a pressurizing bag and a platform pressure weight body, and the pressurizing bag is connected with a pressurizing pump through a pressure applying pipe.
In some embodiments, after the concrete pouring pipe is communicated with the pouring funnel, the concrete pouring pipe extends into the positions where the column longitudinal ribs and the column transverse ribs are located, and the constructional column pouring construction is carried out.
In some embodiments, the pressurized bladder is pressurized to compact the column concrete after the column is poured.
Compared with the prior art, the utility model has the following characteristics and beneficial effect:
(1) the utility model discloses at inside built-in anchor slab and the built-in lacing wire of predetermineeing of block wall, can effectively promote the drawknot intensity of block wall and constructional column.
(2) The utility model limits the position of the side wall template through the template side pressure plate and the opposite pulling screw rod, and can improve the sealing performance of the side wall template and the block wall body, and improve the reliability of the side wall template support; the lower surface of the pouring platform plate is provided with a special pressurizing bag, so that downward pressure can be applied to the constructional column concrete, and the compactness of the constructional column concrete is improved.
Drawings
FIG. 1 is a schematic view of the masonry wall constructional column pouring device of the present invention;
FIG. 2 is a schematic view of a side wall form supporting structure of FIG. 1;
FIG. 3 is a plan view of the sidewall form construction of FIGS. 1 and 2;
fig. 4 is a plan view of the built-in lacing wire of fig. 1.
In the figure: 1-building a block wall; 2-column longitudinal ribs; 3-column transverse bar; 4-built-in anchor plate; 5, internally arranging a lacing wire; 6-side wall template; 7-a constructional column; 8-oppositely pulling the screw rod; 9-template side pressing plates; 10-a platform support pier; 11-pouring a platform plate; 12-pressurized pouches; 13-a platform ballast body; 14-a pressure applying tube; 15-a pressure pump; 16-concrete pouring pipe; 17-a perfusion funnel; 18-connecting a blocking rib; 19-longitudinal bar embedded groove; 20-sealing the support; 21-screw through hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.
It will be understood by those skilled in the art that in the present disclosure, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in a generic and descriptive sense only and not for purposes of limitation, as the terms are used in the description to indicate that the referenced device or element must have the specified orientation, be constructed and operated in the specified orientation, and not for the purposes of limitation.
It is understood that the terms "a" and "an" should be interpreted as meaning that a number of one element or element is one in one embodiment, while a number of other elements is one in another embodiment, and the terms "a" and "an" should not be interpreted as limiting the number.
Concrete mix proportion design and pouring construction technical requirement, on-the-spot cutting construction technical requirement, the rolling of shaped steel and welding construction technical requirement, bolt-up construction technical requirement etc. no longer give unnecessary details in this embodiment, the key explanation the utility model relates to an embodiment of structure.
Fig. 1 is the utility model discloses masonry wall constructional column pouring device schematic diagram, fig. 2 is the lateral wall template of fig. 1 and establishes the structure schematic diagram, fig. 3 is the lateral wall template structure plan view of fig. 1 and fig. 2, and fig. 4 is the built-in lacing wire plan view of fig. 1.
Referring to fig. 1 to 4, the masonry wall constructional column pouring device is applied to the construction of a block wall (1), and comprises: the column longitudinal rib (2), the column transverse rib (3), the side wall template (6), the template side pressure plate (9), the counter-pull screw rod (8) and the closed support body (20).
The column longitudinal ribs (2) and the column transverse ribs (3) are firmly connected with a built-in anchor plate (4) and a built-in tie bar (5) which are preset in the block wall body (1), the column longitudinal ribs (2) are arranged at intervals, and the column transverse ribs (3) and the column longitudinal ribs (2) are arranged vertically.
The built-in anchor plate (4) and the built-in tie bars (5) are formed by rolling steel plates and are respectively arranged at the vertical joint and the transverse joint of the block wall body (1), wherein the built-in anchor plate (4) and the built-in tie bars (5) are connected with each other; the built-in tie bar (5) is formed by rolling a steel plate, a longitudinal bar embedding groove (19) is formed in one side close to the column longitudinal bar (2), and the column longitudinal bar (2) is firmly connected with the built-in tie bar (5) through a connecting stop bar (18), namely the column longitudinal bar (2) is embedded into the longitudinal bar embedding groove (19) and then fixed by the connecting stop bar (18); the connecting blocking rib (18) is formed by rolling a steel plate or a steel bar and is welded with the column longitudinal rib (2) and the built-in lacing wire (5).
As shown in figure 2, the vertical surface shape of the side wall template (6) is the same as that of the constructional column (7), the side wall template (6) is arranged at two sides of the block wall body (1) at the part of the constructional column (7), a template side pressure plate (9) is arranged at the outer side of the side wall template (6), a sealing support body (20) is arranged between the template side pressure plate (9) and the block wall body (1), and a counter-pull screw rod (8) is connected with the opposite sealing support body (20) and the template side pressure plate (9).
Specifically, the sealed support body (20) is formed by cutting a rubber plate; screw penetrating holes (21) are formed in the formwork side pressing plates (9) and the sealed supporting body (20), and the formwork side pressing plates (9) and the side wall formwork (6) are tightly connected with the block wall body (1) through the oppositely-pulling screws (8).
The top of the block wall body (1) is sequentially provided with a platform support pier (10) and a pouring platform plate (11), a pressurizing bag (12) and a platform pressure weight body (13) are respectively arranged on the lower surface and the upper surface of the pouring platform plate (11), and the pressurizing bag (12) is connected with a pressurizing pump (15) through a pressure applying pipe (14).
After the concrete pouring pipe (16) is communicated with the pouring funnel (17), the concrete pouring pipe extends into the positions of the column longitudinal ribs (2) and the column transverse ribs (3) to carry out pouring construction on the constructional column (7), and after the pouring of the constructional column (7) is finished, the pressurizing bag (12) is pressurized to compact the concrete of the constructional column (7).
The block wall (1) is built by adopting foam bricks.
The column longitudinal bar (2) adopts a twisted steel bar with the diameter of 25 mm.
The column transverse bar (3) adopts a twisted steel bar with the diameter of 10 mm.
The built-in anchor plate (4) and the built-in lacing wire (5) are both formed by rolling steel plates with the thickness of 2 mm.
The side wall template (6) adopts a steel template with the thickness of 2 mm.
The constructional column (7) is of a reinforced concrete structure, and the concrete strength grade is C30.
The counter-pulling screw (8) is a stainless steel screw with the diameter of 12 mm.
The template side pressing plate (9) is a steel plate with the thickness of 5 mm.
The platform support pier (10) is formed by rolling a steel plate with the thickness of 10 mm.
The casting platform plate (11) is a steel plate with the thickness of 2 mm.
The pressurizing bag (12) is formed by sewing rubber sheets with the thickness of 2 mm.
The platform weight body (13) adopts precast concrete blocks, and the weight of each block is 50 kg.
The pressure applying pipe (14) is made of a steel pipe material with a diameter of 60 mm.
The pressure pump (15) adopts a 220v motor, and the head is 50 m.
The concrete pouring pipe (16) adopts a rubber pipe with the diameter of 10 cm.
The pouring funnel (17) is formed by rolling a steel plate with the thickness of 1 mm.
The connecting stop rib (18) is formed by rolling a steel bar with the diameter of 10 mm.
The width of the longitudinal bar embedding groove (19) is 30 mm.
The sealed supporting body (20) is formed by cutting a rubber plate with the thickness of 10 mm.
The diameter of the screw passing hole (21) is 20 mm.
The present invention is not limited to the above-mentioned preferred embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which have the same or similar technical solutions as the present invention, fall within the protection scope of the present invention.
Claims (9)
1. The utility model provides a device is pour to brickwork wall constructional column, is applied to the construction of building block wall body (1), its characterized in that includes: the device comprises column longitudinal ribs (2), column transverse ribs (3), a side wall template (6), template side pressure plates (9), a counter-pull screw rod (8) and a closed support body (20);
the building block wall body is characterized in that a central column longitudinal rib (2) and a column transverse rib (3) are firmly connected with a built-in anchor plate (4) and a built-in tie bar (5) which are preset in the building block wall body (1), the column longitudinal ribs (2) are arranged at intervals, and the column transverse rib (3) and the column longitudinal rib (2) are vertically arranged; lateral wall template (6) are located blockwork body (1) both sides that are located constructional column (7) position, outside at lateral wall template (6) sets up template side pressure board (9), set up airtight supporter (20) between template side pressure board (9) and blockwork body (1), contralateral airtight supporter (20) and template side pressure board (9) are connected to split screw rod (8), all set up the screw rod on template side pressure board (9) and airtight supporter (20) and pass hole (21), be connected closely template side pressure board (9) and lateral wall template (6) and blockwork body (1) through split screw rod (8).
2. Masonry wall constructional column pouring device according to claim 1, characterized in that built-in anchor plates (4) and built-in tie bars (5) are provided at vertical and transverse joints of the masonry wall body (1), respectively.
3. The masonry wall constructional column pouring device as claimed in claim 1, wherein a longitudinal bar embedding groove (19) is formed in one side, close to the column longitudinal bar (2), of the built-in tie bar (5), and the column longitudinal bar (2) and the built-in tie bar (5) are firmly connected through the connecting stop bar (18).
4. The masonry wall constructional column pouring device as claimed in claim 3, wherein the connecting blocking ribs (18) are formed by rolling steel plates or steel bars and are welded with the column longitudinal ribs (2) and the built-in tie bars (5).
5. Masonry wall constructional column pouring device according to claim 1, characterized in that the side wall formwork (6) is shaped in elevation in the same way as the constructional column (7).
6. Masonry wall constructional column pouring device according to claim 1, characterized in that the airtight support (20) is cut out of rubber sheet.
7. The masonry wall constructional column pouring device as claimed in claim 1, wherein the top of the masonry wall body (1) is sequentially provided with the platform support pier (10) and the pouring platform plate (11), the lower surface and the upper surface of the pouring platform plate (11) are respectively provided with the pressurizing bladder (12) and the platform ballast body (13), and the pressurizing bladder (12) is connected with the pressurizing pump (15) through the pressure applying pipe (14).
8. The masonry wall constructional column pouring device as claimed in claim 1, wherein after the concrete pouring pipe (16) is communicated with the pouring funnel (17), the concrete pouring pipe extends into the positions of the column longitudinal ribs (2) and the column transverse ribs (3) to carry out pouring construction on the constructional column (7).
9. Masonry wall constructional column pouring device according to claim 7, characterized in that the compression bladder (12) is compressed when the constructional column (7) is poured, compacting the constructional column (7) concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921164591.0U CN211421832U (en) | 2019-07-23 | 2019-07-23 | Masonry wall constructional column pouring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921164591.0U CN211421832U (en) | 2019-07-23 | 2019-07-23 | Masonry wall constructional column pouring device |
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| Publication Number | Publication Date |
|---|---|
| CN211421832U true CN211421832U (en) | 2020-09-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921164591.0U Active CN211421832U (en) | 2019-07-23 | 2019-07-23 | Masonry wall constructional column pouring device |
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| Country | Link |
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| CN (1) | CN211421832U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112609841A (en) * | 2020-12-23 | 2021-04-06 | 四川尧顺建设集团有限公司 | Connecting structure of frame shear wall column and masonry filler wall and construction method |
-
2019
- 2019-07-23 CN CN201921164591.0U patent/CN211421832U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112609841A (en) * | 2020-12-23 | 2021-04-06 | 四川尧顺建设集团有限公司 | Connecting structure of frame shear wall column and masonry filler wall and construction method |
| CN112609841B (en) * | 2020-12-23 | 2021-12-24 | 四川尧顺建设集团有限公司 | Construction method of connection structure of frame shear wall column and masonry filler wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220520 Address after: 442000 ohmlin Industrial Park, Changling Economic Development Zone, Yun County, Shiyan City, Hubei Province Patentee after: Hubei Yuncheng Construction Group Co.,Ltd. Address before: 310015 room 1901, unit 3, 3 Wanda Commercial Center, Gongshu District, Hangzhou, Zhejiang. Patentee before: HANGZHOU JIANGRUN TECHNOLOGY Ltd. |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 442512 omlin Industrial Park, Changling Economic Development Zone, Yun County, Shiyan City, Hubei Province Patentee after: Huazhong Weiye Construction Group Co.,Ltd. Address before: 442000 ohmlin Industrial Park, Changling Economic Development Zone, Yun County, Shiyan City, Hubei Province Patentee before: Hubei Yuncheng Construction Group Co.,Ltd. |