CN220035739U - Post-pouring strip connecting structure of concrete member bin-jumping method - Google Patents
Post-pouring strip connecting structure of concrete member bin-jumping method Download PDFInfo
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- CN220035739U CN220035739U CN202321681955.9U CN202321681955U CN220035739U CN 220035739 U CN220035739 U CN 220035739U CN 202321681955 U CN202321681955 U CN 202321681955U CN 220035739 U CN220035739 U CN 220035739U
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- water stop
- section
- pouring
- stop plate
- steel plate
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- 238000000034 method Methods 0.000 title claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 238000005266 casting Methods 0.000 claims abstract description 11
- 238000005452 bending Methods 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000002023 wood Substances 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a post-pouring strip connecting structure of a concrete member jump bin method, which relates to the technical field of building construction and comprises the following concrete structures: a first casting section; a second casting section; the water stop steel plate assembly is arranged between the first pouring section and the second pouring section; the water stop steel plate assembly includes: a water stop plate body; the water stop plate wing plates are arranged above the water stop plate body at intervals, the water stop plate wing plates are bending plates, and the bending directions of two adjacent water stop plate wing plates are opposite; the utility model solves the technical problems of single structure and fixed length of the water stopping steel plate in the prior art.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a post-pouring strip connecting structure of a concrete member by a hopper-jump method.
Background
In recent years, the area of a building basement is larger and larger, and the accompanying oversized basement concrete crack control technology is more and more critical. However, the post-cast strip is difficult to clean, leakage risk exists, and the key of preventing leakage is that the water-stop steel plate at the joint is single in structure and fixed in length, and the requirement of the post-cast strip cannot be well met.
Disclosure of Invention
The utility model aims to provide a post-pouring strip connecting structure of a concrete member jump method, which solves the technical problems of single structure and fixed length of a water stopping steel plate in the prior art.
In order to achieve the above purpose, the utility model adopts the following specific technical scheme:
a post-pouring strip connecting structure of a concrete member jump bin method comprises the following steps:
a first casting section;
a second casting section;
the water stop steel plate assembly is arranged between the first pouring section and the second pouring section;
the water stop steel plate assembly includes:
a water stop plate body;
the water stop plate comprises a water stop plate body and a plurality of water stop plate wing plates, wherein the water stop plate wing plates are arranged above the water stop plate body at intervals, the water stop plate wing plates are bending plates, and the bending directions of the two adjacent water stop plate wing plates are opposite.
The utility model designs the water stop steel plate assembly, so that the water stop steel plate assembly can be suitable for assembly of casting sections, and the water resistance is ensured.
Based on the technical scheme, the embodiment of the utility model can be further improved as follows:
further, the water stop plate body includes:
the connecting device comprises at least two first connecting sections, wherein the first connecting sections are arranged at intervals, and the end parts of the first connecting sections are bent hooks;
at least one second linkage segment, the both ends of second linkage segment respectively with first linkage segment cooperatees, just the both ends of second linkage segment are the crotch form, adopt the beneficial effect of this step to be convenient for the extension of stagnant water steel sheet subassembly.
Further, the longitudinal sections of the first connecting section and the second connecting section are trapezoidal.
Further, the water stop steel plate component is connected with the reinforcing mesh layer of the first pouring section and the reinforcing mesh layer of the second pouring section through fixing ribs.
Further, the bottom of stagnant water steel sheet subassembly is provided with X type support piece.
Compared with the prior art, the utility model has the advantages that: the utility model designs the water stop steel plate assembly, so that the length of the water stop steel plate assembly can be adjusted, and the water stop steel plate assembly can meet the requirements of customers in multiple aspects; meanwhile, the end part of the water stop plate body is designed into a bent hook shape, so that the connection stability is ensured, and meanwhile, the extension can be realized, so that the adaptability is improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and should not be considered limiting the scope, and that other related drawings can be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic structural view of a post-pouring strip connection structure of a concrete member skip method according to an embodiment of the present utility model;
FIG. 2 is a schematic view of the water stop steel plate assembly of FIG. 1;
reference numerals:
1-a first casting section; 2-a second pouring section; 3-a water stop steel plate assembly; 4-fixing ribs; 5-a support;
301-a water stop plate body; 302-a water stopping wing plate; 303-a first connection section; 304-a second connection section;
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it should be noted that, if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicate an azimuth or a positional relationship based on that shown in the drawings, or an azimuth or a positional relationship in which the inventive product is conventionally put in use, it is merely for convenience of describing the present utility model and simplifying the description, and it is not indicated or implied that the apparatus or element referred to must have a specific azimuth, be constructed and operated in a specific azimuth, and thus should not be construed as limiting the present utility model.
Furthermore, the terms "first," "second," "third," and the like, if any, are used merely for distinguishing between descriptions and not for indicating or implying a relative importance.
Furthermore, the terms "horizontal," "vertical," "overhang" and the like, if any, do not denote a requirement that the component be absolutely horizontal or overhang, but rather may be slightly inclined. As "horizontal" merely means that its direction is more horizontal than "vertical", and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present utility model, it should also be noted that, unless explicitly stated and limited otherwise, the terms "disposed," "mounted," "connected," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
It should be noted that the features of the embodiments of the present utility model may be combined with each other without conflict.
As shown in fig. 1 and 2, the embodiment of the utility model discloses a post-pouring strip connection structure of a concrete member jump method, which is used for designing a water stop steel plate so as to ensure the waterproofness of the whole structure, and the concrete structure comprises:
the concrete structure comprises: the water-stopping steel plate assembly comprises a first pouring section 1, a second pouring section 2 and a water-stopping steel plate assembly 3, wherein the first pouring section 1 is poured firstly, the second pouring section 2 is poured later, and the specific position of the water-stopping steel plate assembly 3 is located between the first pouring section 1 and the second pouring section 2;
the first pouring section 1 comprises a reinforcing mesh layer and a concrete layer, wherein the concrete layer is poured on the reinforcing mesh layer, the reinforcing mesh layer comprises a plurality of transverse ribs and a plurality of longitudinal ribs, the transverse ribs and the longitudinal ribs are equally divided into an upper layer and a lower layer, the transverse ribs and the longitudinal ribs are bundled to form a grid shape, and the second pouring section 2 is similar in structure;
wherein, stagnant water steel sheet subassembly 3 includes stagnant water board body 301 and a plurality of stagnant water pterygoid lamina 302, stagnant water pterygoid lamina 302 interval set up in on the stagnant water board body 301, stagnant water pterygoid lamina 302 is the board of bending, adjacent two the direction of bending of stagnant water pterygoid lamina 302 is opposite, can change the direction of infiltration like this, has prolonged the process of rivers infiltration, improves the stagnant water effect.
Wherein, the water stop plate body 301 comprises:
at least two first connection sections 303, wherein the first connection sections 303 are arranged at intervals, and the end parts of the first connection sections 303 are in a hook shape;
the two ends of the second connecting section 304 are respectively matched with the first connecting section 303, and the two ends of the second connecting section 304 are in a hook shape.
The water stop steel plate assembly 3 is connected with the reinforcing mesh layer of the first pouring section 1 and the reinforcing mesh layer of the second pouring section 2 through fixing ribs 4; meanwhile, a supporting piece 5 is arranged on the back side of the water stop steel plate assembly 3, and the supporting piece 5 is of an X shape.
The longitudinal sections of the first connecting section 303 and the second connecting section 304 are trapezoidal.
Wherein, the water stop steel plate component 3 is respectively connected with the reinforcing mesh layer 101 through the fixing ribs 4.
In operation, a plurality of blocks are divided into blocks when casting, the length of each block is 40-45m, and then casting is carried out sequentially by adopting a bin jump method, namely casting in sequence.
Every two blocks are connected by adopting the connecting structure of the utility model.
In actual operation, a wood beam can be further arranged in the first pouring section, the wood beam is arranged up and down and is respectively positioned at the upper side and the lower side of the water stop steel plate assembly 3, and the wood beam is removed subsequently to form a water stop tongue-and-groove.
The above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (5)
1. The utility model provides a concrete member jumps storehouse method post-cast strip connection structure which characterized in that includes:
a first casting section;
a second casting section;
the water stop steel plate assembly is arranged between the first pouring section and the second pouring section;
the water stop steel plate assembly includes:
a water stop plate body;
the water stop plate comprises a water stop plate body and a plurality of water stop plate wing plates, wherein the water stop plate wing plates are arranged above the water stop plate body at intervals, the water stop plate wing plates are bending plates, and the bending directions of the two adjacent water stop plate wing plates are opposite.
2. The concrete member skip method post-pouring strip connection structure according to claim 1, wherein the water stop plate body comprises:
the connecting device comprises at least two first connecting sections, wherein the first connecting sections are arranged at intervals, and the end parts of the first connecting sections are bent hooks;
and the two ends of the second connecting section are respectively matched with the first connecting section, and the two ends of the second connecting section are bent hook-shaped.
3. The concrete member jump warehouse method post-pouring strip connecting structure according to claim 2, wherein longitudinal sections of the first connecting section and the second connecting section are trapezoidal.
4. The concrete member skip post-pouring strip connection structure according to claim 1, wherein the water stop steel plate component is connected with the reinforcing mesh layer of the first pouring section and the reinforcing mesh layer of the second pouring section through fixing ribs.
5. The concrete member cartridge-hopping post-pouring strip connection structure according to claim 2, wherein an X-shaped supporting member is provided at the bottom of the water-stopping steel plate assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321681955.9U CN220035739U (en) | 2023-06-29 | 2023-06-29 | Post-pouring strip connecting structure of concrete member bin-jumping method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321681955.9U CN220035739U (en) | 2023-06-29 | 2023-06-29 | Post-pouring strip connecting structure of concrete member bin-jumping method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220035739U true CN220035739U (en) | 2023-11-17 |
Family
ID=88732924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321681955.9U Active CN220035739U (en) | 2023-06-29 | 2023-06-29 | Post-pouring strip connecting structure of concrete member bin-jumping method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220035739U (en) |
-
2023
- 2023-06-29 CN CN202321681955.9U patent/CN220035739U/en active Active
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