CN218324073U - Pouring grouting material mold - Google Patents
Pouring grouting material mold Download PDFInfo
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- CN218324073U CN218324073U CN202222523842.8U CN202222523842U CN218324073U CN 218324073 U CN218324073 U CN 218324073U CN 202222523842 U CN202222523842 U CN 202222523842U CN 218324073 U CN218324073 U CN 218324073U
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Abstract
The utility model discloses a grouting material mould, which comprises a concrete main body, wherein the lower part of the concrete main body is connected with a template, one side of the template is provided with a feed inlet, the other side of the template is provided with a grout overflow hole, a grouting structure is arranged outside the feed inlet, and the grouting structure is used for connecting a pump pipe; and the sealing structure is clamped with the filling structure and is used for sealing the filling structure. This mould is fixed the installation pipe in the template outside through first fixed plate and second fixed plate, through adopting pressure slip casting to squeeze into the template with the thick liquid through the installation pipe with the thick liquid, after being full of the thick liquid in the template, can flow unnecessary thick liquid through the excessive thick liquid hole, stop the slip casting after the thick liquid is flowed out in succession to the excessive thick liquid hole, seal up through inserting the closing plate in the sealed hole again, prevent the thick liquid backward flow for thick liquid and concrete body bottom in close contact with, the top has the condition of seam throw off can not appear.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a fill grout material mould.
Background
In the building reinforcement transformation, often need to carry out increase cross section and consolidate, through increase former component cross sectional area or additional steel bar to improve its bearing capacity and rigidity, or change a direct reinforcement method of its natural frequency of vibrating, mainly used: the reinforcing method is widely applied to reinforcing and transforming of building foundations, beams, columns and other members.
In the existing method for reinforcing the enlarged cross section, the method frequently adopted is to manually pour concrete for reinforcement after a formwork is erected for shaping, but because the liquid level difference of the concrete is insufficient, the concrete is often separated from the bottom of an original structure, so that the top of the concrete is separated by a seam, and the stability of a member is influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects in the prior art, and provides a grouting material mold which comprises a concrete main body, wherein the lower part of the concrete main body is connected with a template, a feed inlet is arranged at one side of the template, a grout overflow hole is arranged at the other side of the template, a grouting structure is arranged at the outer side of the feed inlet, and the grouting structure is used for connecting a pump pipe;
and the sealing structure is clamped with the filling structure and is used for sealing the filling structure.
Preferably, the template comprises a first splicing plate and a second splicing plate, the first splicing plate is fixed on one side of the concrete main body through screws, the second splicing plate is fixed on the other side of the concrete main body through screws, two ends of the first splicing plate and two ends of the second splicing plate are fixedly connected with the side walls through screws, and bottom plates are fixed below the first splicing plate and the second splicing plate.
Preferably, the feed inlet is formed in the first splicing plate, the pouring structure is connected to the outer side of the first splicing plate, and the slurry overflow hole is formed in the second splicing plate.
Preferably, the pouring structure comprises a mounting pipe, a first fixing plate is arranged at one end, located inside the template, of the mounting pipe, and a second fixing plate is arranged on the outer side of the template.
Preferably, the first fixing plate and the second fixing plate are fixedly connected with the mounting tube.
Preferably, a clamping groove is formed between the first fixing plate and the second fixing plate, the clamping groove is matched with the first splicing plate, and the first fixing plate and the second fixing plate are detachably connected with the first splicing plate through screws.
Preferably, the sealing structure comprises a first connecting plate and a second connecting plate, the first connecting plate is fixed on the inner side of the mounting pipe, and the second connecting plate is fixed on the outer side of the mounting pipe.
Preferably, a sealing hole is formed in the surface of the mounting pipe, and the sealing hole is located between the first connecting plate and the second connecting plate.
Preferably, a sealing plate which is matched with the sealing hole is arranged inside the sealing hole, and the sealing plate is inserted into and pulled out of the sealing hole.
Preferably, the grout outlet is provided with a plurality of grout outlets and is positioned at the bottom of the concrete body.
The technical scheme has the following advantages or beneficial effects:
the utility model discloses a first fixed plate and second fixed plate will install the pipe and fix in the template outside, squeeze into the template through the installation pipe with the thick liquid through adopting pressure slip casting in, after being full of the thick liquid in the template, can flow unnecessary thick liquid through the excessive thick liquid hole, stop the slip casting after flowing the thick liquid in succession until the excessive thick liquid hole, seal in inserting the sealed hole through the closing plate again, prevent the thick liquid backward flow for thick liquid and concrete body bottom in close contact with, the top has the seam condition of throw off can not appear.
Drawings
Fig. 1 is a schematic structural diagram of a mold according to an embodiment of the present invention;
FIG. 2 is a schematic structural view of a first splice plate in the mold of FIG. 1;
FIG. 3 is a schematic structural view of a second splice plate in the mold of FIG. 1;
FIG. 4 is a schematic view of the structure of the pouring structure in the mold of FIG. 1;
FIG. 5 is an enlarged view of a portion of A of the mold of FIG. 1;
fig. 6 is an enlarged view of a portion B of the mold of fig. 1.
Illustration of the drawings:
1. a concrete body; 2. a template; 3. a feed inlet; 4. a perfusion structure; 5. a sealing structure; 6. a slurry overflow hole; 201. a first splice plate; 202. a second splice plate; 203. a base plate; 41. installing a pipe; 42. a first fixing plate; 43. a card slot; 44. sealing the hole; 45. a second fixing plate; 51. a first connecting plate; 52. a second connecting plate; 53. and (7) sealing the plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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 without creative work belong to the protection scope of the present invention.
The first embodiment is as follows:
as shown in fig. 1, the grouting material pouring mold of the present invention comprises a concrete main body 1, wherein the lower part of the concrete main body 1 is connected with a template 2, one side of the template 2 is provided with a feeding port 3, the other side of the template 2 is provided with a grout overflow hole 6, a pouring structure 4 is installed outside the feeding port 3, and the pouring structure 4 is used for connecting a pump pipe; the sealing structure 5 is clamped with the pouring structure 4, and the sealing structure 5 is used for sealing the pouring structure 4; through the mode that adopts pressure slip casting, squeeze into template 2 through filling structure 4 with the thick liquid through pressure slip casting in, stop the slip casting after the thick liquid is flowed in succession to excessive thick liquid hole 6, stop the slip casting back, seal through seal structure 5 immediately, seal and fill structure 4, prevent the thick liquid backward flow.
As shown in fig. 2 and 3, the formwork 2 includes a first splicing plate 201 and a second splicing plate 202, the first splicing plate 201 is fixed on one side of the concrete main body 1 through screws, the second splicing plate 202 is fixed on the other side of the concrete main body 1 through screws, both ends of the first splicing plate 201 and the second splicing plate 202 are fixedly connected with the side wall through screws, a bottom plate 203 is fixed below the first splicing plate 201 and the second splicing plate 202, a feed port 3 is arranged on the first splicing plate 201, a pouring structure 4 is connected to the outer side of the first splicing plate 201, a plurality of slurry overflow holes 6 are arranged on the second splicing plate 202, and the slurry overflow holes 6 are located at the bottom of the concrete main body 1; fix in 1 both sides of concrete body through first splice plate 201 and second splice plate 202 for the space between first splice plate 201 and second splice plate 202 and the bottom plate 203 is the cross-section increase part, if first splice plate 201 and second splice plate 202 both ends can't be connected with the side wall, then fixed curb plate between first splice plate 201 and second splice plate 202 forms sealed space.
As shown in fig. 1 and 4, the pouring structure 4 includes an installation tube 41, a first fixing plate 42 is disposed at one end of the installation tube 41 located inside the formwork 2, a second fixing plate 45 is disposed at the outer side of the formwork 2, and the first fixing plate 42 and the second fixing plate 45 are fixedly connected to the installation tube 41. A clamping groove 43 is formed between the first fixing plate 42 and the second fixing plate 45, the clamping groove 43 is matched with the first splicing plate 201, and the first fixing plate 42 and the second fixing plate 45 are detachably connected with the first splicing plate 201 through screws; fix installation pipe 41 in the template 2 outside through first fixed plate 42 and second fixed plate 45, squeeze into template 2 through adopting pressure slip casting with thick liquid through installation pipe 41, after being full of the thick liquid in the template 2, can be through excessive thick liquid of excessive thick liquid hole 6 outflow, stop the slip casting after the thick liquid is flowed in succession to excessive thick liquid hole 6, seal in inserting sealed hole 44 through with closing plate 53 again, prevent the thick liquid backward flow, make thick liquid and concrete main part 1 bottom in close contact with, the top has the condition of seam disconnection can not appear.
Example two:
as shown in fig. 5 and fig. 6, on the basis of the first embodiment, the utility model provides a technical solution: the sealing structure 5 comprises a first connecting plate 51 and a second connecting plate 52, wherein the first connecting plate 51 is fixed on the inner side of the mounting tube 41, and the second connecting plate 52 is fixed on the outer side of the mounting tube 41; the sealing plate 53 is conveniently inserted and withdrawn by being fixed to both inner and outer sides of the mounting pipe 41 by the first and second connection plates 51 and 52.
As shown in fig. 1 and 5, in the present embodiment, a sealing hole 44 is opened on the surface of the mounting tube 41, the sealing hole 44 is located between the first connecting plate 51 and the second connecting plate 52, a sealing plate 53 adapted to the sealing hole 44 is disposed inside the sealing hole 44, and the sealing plate 53 is inserted into and withdrawn from the sealing hole 44.
The working principle is as follows: the staff is through the mode that adopts pressure grouting, squeeze into template 2 with the thick liquid through pouring into structure 4 through pressure grouting in, fix in 1 both sides of concrete main part through first splice plate 201 and second splice plate 202, make the space between first splice plate 201 and second splice plate 202 and the bottom plate 203 be the cross-section increase part, be full of behind the thick liquid in the template 2, can be through excessive thick liquid of excessive thick liquid hole 6 outflow, stop the slip casting after the thick liquid of excessive thick liquid hole 6 continuous outflow, seal in inserting sealed hole 44 through with closing plate 53 again, prevent the thick liquid backward flow, make thick liquid and 1 bottom in close contact with of concrete main part, the top has the condition of seam throw off can not appear.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.
Claims (10)
1. The pouring grouting material mold comprises a concrete main body (1) and is characterized in that the lower portion of the concrete main body (1) is connected with a template (2), a feeding hole (3) is formed in one side of the template (2), a grout overflow hole (6) is formed in the other side of the template (2), a pouring structure (4) is installed on the outer side of the feeding hole (3), and the pouring structure (4) is used for being connected into a pump pipe;
seal structure (5), seal structure (5) and filling structure (4) joint, seal structure (5) are used for sealing filling structure (4).
2. A grouting material mould as claimed in claim 1, characterised in that: the formwork (2) comprises a first splicing plate (201) and a second splicing plate (202), the first splicing plate (201) is fixed to one side of the concrete body (1) through screws, the second splicing plate (202) is fixed to the other side of the concrete body (1) through screws, the two ends of the first splicing plate (201) and the two ends of the second splicing plate (202) are fixedly connected with the side walls through screws, and a bottom plate (203) is fixed below the first splicing plate (201) and the second splicing plate (202).
3. A grouting material mould as claimed in claim 1, characterised in that: the feeding hole (3) is formed in the first splicing plate (201), the pouring structure (4) is connected to the outer side of the first splicing plate (201), and the slurry overflowing hole (6) is formed in the second splicing plate (202).
4. A grouting material mould as claimed in claim 1, characterised in that: fill structure (4) including installation pipe (41), the one end that installation pipe (41) are located template (2) inside is provided with first fixed plate (42), it is provided with second fixed plate (45) to be located template (2) outside.
5. A grouting material mould as claimed in claim 4, characterised in that: the first fixing plate (42) and the second fixing plate (45) are fixedly connected with the mounting pipe (41).
6. A grouting material mould as claimed in claim 4, characterised in that: a clamping groove (43) is formed between the first fixing plate (42) and the second fixing plate (45), the clamping groove (43) is matched with the first splicing plate (201), and the first fixing plate (42) and the second fixing plate (45) are detachably connected with the first splicing plate (201) through screws.
7. A grouting material mould as claimed in claim 1, characterised in that: the sealing structure (5) comprises a first connecting plate (51) and a second connecting plate (52), the first connecting plate (51) is fixed on the inner side of the mounting pipe (41), and the second connecting plate (52) is fixed on the outer side of the mounting pipe (41).
8. A grouting material mould as claimed in claim 4, characterised in that: the surface of the mounting pipe (41) is provided with a sealing hole (44), and the sealing hole (44) is positioned between the first connecting plate (51) and the second connecting plate (52).
9. A grouting material mould as claimed in claim 8, characterised in that: the sealing hole (44) is internally provided with a matched sealing plate (53), and the sealing plate (53) is inserted into and extracted from the sealing hole (44).
10. A grouting material mould as claimed in claim 1, characterised in that: the plurality of grout overflow holes (6) are arranged and are positioned at the bottom of the concrete main body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222523842.8U CN218324073U (en) | 2022-09-22 | 2022-09-22 | Pouring grouting material mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222523842.8U CN218324073U (en) | 2022-09-22 | 2022-09-22 | Pouring grouting material mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218324073U true CN218324073U (en) | 2023-01-17 |
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ID=84838824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222523842.8U Active CN218324073U (en) | 2022-09-22 | 2022-09-22 | Pouring grouting material mold |
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| Country | Link |
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| CN (1) | CN218324073U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116397922A (en) * | 2023-04-12 | 2023-07-07 | 兰州有色冶金设计研究院有限公司 | Sliding type cavity pressing and injecting device and method for forming plug pin film on surface of reinforced concrete beam |
-
2022
- 2022-09-22 CN CN202222523842.8U patent/CN218324073U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116397922A (en) * | 2023-04-12 | 2023-07-07 | 兰州有色冶金设计研究院有限公司 | Sliding type cavity pressing and injecting device and method for forming plug pin film on surface of reinforced concrete beam |
| CN116397922B (en) * | 2023-04-12 | 2023-09-08 | 兰州有色冶金设计研究院有限公司 | Sliding type cavity pressing and injecting device and method for forming plug pin film on surface of reinforced concrete beam |
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