CN218713326U - Node structure for basement outer wall and steel rib column - Google Patents
Node structure for basement outer wall and steel rib column Download PDFInfo
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- CN218713326U CN218713326U CN202222750109.XU CN202222750109U CN218713326U CN 218713326 U CN218713326 U CN 218713326U CN 202222750109 U CN202222750109 U CN 202222750109U CN 218713326 U CN218713326 U CN 218713326U
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Abstract
A node structure for a basement outer wall and a steel rib column relates to the field of building structures. The node structure for the basement outer wall and the steel rib column comprises the steel rib column, a first concrete outer wall and a second concrete outer wall which are located at two ends of the steel rib column, a third concrete wall and a water stop steel plate which are located on one side of the steel rib column, one ends of the first concrete outer wall and one end of the second concrete outer wall are respectively connected with two ends of the third concrete wall through concrete connecting layers, the steel rib column is connected with the first concrete outer wall, the second concrete outer wall, the third concrete wall and the two concrete connecting layers through post-cast concrete layers, and the water stop steel plate comprises a first section part, a second section part and a third section part, wherein the first section part is located in the first concrete outer wall and the second concrete outer wall, the second section part is located in the two concrete connecting layers, and the third section part is located in the third concrete wall. The joint structure for the basement outer wall and the steel rib column can solve the problem of conflict between construction space and construction time of the basement concrete outer wall and the steel rib column.
Description
Technical Field
The application relates to the field of building structures, in particular to a node structure for a basement outer wall and a steel rib column.
Background
In basement work progress, for the construction of cooperation waterproof engineering, the horizontal construction joint elevation of basement outer wall all can be handled alone when every layer of concrete placement, generally can be in the middle of the wall body of 500mm department above the floor elevation along the pre-buried whole stagnant water steel sheet of wall body trend.
However, if the upper side column is a steel rib column, the concrete pouring at the outer wall of the basement has problems: one side of the steel rib column is flush with the outer wall and is overlapped with the outer wall in space, if the installation space of the steel rib column is reserved during pouring, a gap is formed on the outer wall of the underground chamber to damage the complete form of the waterproof project, and the embedded water stop steel plate is also broken; if the steel reinforced column is installed in place in advance, because the concrete is not poured in the next layer, the steel reinforced column with the weight of several tons or more than ten tons can not be supported only by the steel bars and the templates, and the construction is influenced. The construction progress of influence that this problem can be very big tests the construction level of construction unit, and because concrete construction and steel construction belong to different teams and groups, put forward higher requirement to construction unit's coordination ability.
SUMMERY OF THE UTILITY MODEL
An object of this application is to provide a node structure for basement outer wall and reinforcing bar post, its problem that can solve the construction space and the engineering time conflict of basement concrete outer wall and reinforcing bar post.
The embodiment of the application is realized as follows:
the embodiment of the application provides a node structure for basement outer wall and reinforcing bar post, it includes the reinforcing bar post, be located first concrete outer wall and the second concrete outer wall at reinforcing bar post both ends respectively, be located third concrete wall and the stagnant water steel sheet of reinforcing bar post one side, first concrete outer wall and second concrete outer wall are close to the one end of reinforcing bar post and are passed through the concrete connection layer respectively with the both ends of third concrete wall and be connected, reinforcing bar post and first concrete outer wall, the second concrete outer wall, through pouring the concrete layer after between third concrete wall and the two concrete connection layers and connecting, the stagnant water steel sheet includes by the first section portion that is located first concrete outer wall and second concrete outer wall respectively, be located the intraformational second section portion of two concrete connection respectively and be located the third section portion of third concrete wall and constitute.
In some alternative embodiments, the first concrete outer wall and the second concrete outer wall are located on the same line.
In some alternative embodiments, the third concrete wall is parallel to the first concrete outer wall and the second concrete outer wall.
In some alternative embodiments, the water stop steel plate is connected with a plurality of first support ribs penetrating into the post-cast concrete layer.
In some optional embodiments, a plurality of tie reinforcing ribs with two ends respectively connected with the two first supporting ribs are further arranged in the post-cast concrete layer.
In some optional embodiments, a plurality of longitudinal ribs and a plurality of connecting ribs are respectively arranged in the third concrete wall and the two concrete connecting layers, two ends of each connecting rib respectively penetrate through the two concrete connecting layers and then extend into the first concrete outer wall and the second concrete outer wall, and each connecting rib is connected with each longitudinal rib.
In some optional embodiments, a plurality of second support ribs are connected between the connecting rib and the water stop steel plate.
The beneficial effect of this application is: the utility model provides a node structure for basement outer wall and reinforcing bar post includes the reinforcing bar post, be located first concrete outer wall and the second concrete outer wall at reinforcing bar post both ends respectively, be located the third concrete wall and the stagnant water steel sheet of reinforcing bar post one side, first concrete outer wall and second concrete outer wall are close to the one end of reinforcing bar post and pass through the concrete connection layer respectively with the both ends of third concrete wall and are connected, reinforcing bar post and first concrete outer wall, the second concrete outer wall, connect through the post-cast concrete layer between third concrete wall and two concrete connection layers, the stagnant water steel sheet includes by the first section portion that is located first concrete outer wall and second concrete outer wall respectively, be located two intraformational second section portions of concrete connection respectively and be located the third concrete wall third section portion of interior constitution. The application provides a node structure for basement outer wall and reinforcing bar post can solve the construction space of basement concrete outer wall and reinforcing bar post at the scene and the problem of engineering time conflict.
Drawings
To more clearly illustrate the technical solutions of the embodiments of the present application, the drawings needed in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and those skilled in the art can also obtain other related drawings based on the drawings without inventive efforts.
Fig. 1 is a schematic partial cross-sectional structural view of a node structure for an external wall and a steel reinforced column of a basement according to an embodiment of the present application.
In the figure: 100. a steel skeleton column; 110. a first concrete outer wall; 120. a second concrete outer wall; 130. a third concrete wall; 140. a water stop steel plate; 141. a first section; 142. a second section; 143. a third section; 150. a concrete joint layer; 160. post-pouring a concrete layer; 170. a first support rib; 180. pulling and bonding the reinforcing ribs; 190. longitudinal ribs; 200. connecting ribs; 210. and a second support rib.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined or explained in subsequent figures.
In the description of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the application usually place when in use, and are used only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the devices or elements being referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present application. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the 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 application, it is further noted that, unless expressly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact of the first and second features, or may comprise contact of the first and second features not directly but through another feature in between. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. "beneath," "under" and "beneath" a first feature includes the first feature being directly beneath and obliquely beneath the second feature, or simply indicating that the first feature is at a lesser elevation than the second feature.
The characteristics and properties of the node structure for basement exterior wall and steel reinforced column according to the present application will be described in further detail with reference to the following embodiments.
As shown in fig. 1, the present embodiment provides a node structure for basement exterior walls and steel reinforced concrete columns, which includes a steel reinforced concrete column 100, a first concrete exterior wall 110 and a second concrete exterior wall 120 respectively located at two ends of the steel reinforced concrete column 100, a third concrete wall 130 located at one side of the steel reinforced concrete column 100, and a water-stop steel plate 140, wherein the first concrete exterior wall 110 and the second concrete exterior wall 120 are located on the same straight line, the third concrete wall 130 is parallel to the first concrete exterior wall 110 and the second concrete exterior wall 120, one ends of the first concrete exterior wall 110 and the second concrete exterior wall 120, which are close to the steel reinforced concrete column 100, are respectively connected with two ends of the third concrete wall 130 through concrete connection layers 150, the steel reinforced concrete column 100 is connected with the first concrete exterior wall 110, the second concrete exterior wall 120, the third concrete exterior wall 130 and the two concrete connection layers 150 through a post-poured concrete layer 160, and the water-stop steel plate 140 includes a first concrete section 141, a second concrete section 142, and a third concrete section 142, which are respectively located in the first concrete exterior wall 110 and the second concrete exterior wall 120.
The water stop steel plate 140 is connected with first support ribs 170 which are arranged at intervals and penetrate into the post-cast concrete layer 160, and a tie reinforcing rib 180 which is arranged at intervals and two ends of which are respectively connected with the two first support ribs 170 is further arranged in the post-cast concrete layer 160. The third concrete wall 130 and the two concrete connection layers 150 are internally provided with longitudinal ribs 190 and connecting ribs 200 which are arranged at intervals respectively, two ends of each connecting rib 200 penetrate through the two concrete connection layers 150 respectively and then extend into the first concrete outer wall 110 and the second concrete outer wall 120, each connecting rib 200 is connected with each longitudinal rib 190, and second support ribs 210 which are arranged at intervals are connected between the connecting ribs 200 and the water stop steel plates 140.
The node structure for the basement exterior wall and the steel reinforced concrete column provided by the embodiment of the application is characterized in that a first concrete exterior wall 110, a second concrete exterior wall 120 and a third concrete wall 130 are respectively constructed at two ends and side parts of the position where the steel reinforced concrete column 100 is reserved when the basement exterior wall is constructed, two ends of the third concrete wall 130 are respectively connected with the first concrete exterior wall 110 and the second concrete exterior wall 120 through concrete connecting layers 150 to form the basement exterior wall, water stop steel plates 140 are pre-embedded in the first concrete exterior wall 110, the second concrete exterior wall 120, the third concrete wall 130 and the two concrete connecting layers 150, then, a reserved position between the first concrete exterior wall 110 and the second concrete exterior wall 120 is constructed to obtain the steel reinforced concrete column 100, and after construction, concrete layers 160 are constructed between the steel reinforced concrete column 100 and the first concrete exterior wall 110, the second concrete exterior wall 120, the third concrete wall 130 and the two concrete connecting layers 150 to obtain a whole, so that the problems of the steel reinforced concrete column and the exterior wall 100 in the space and the construction conflict time of the basement exterior wall are solved, the first concrete exterior wall 150 is respectively located in the second concrete exterior wall 150, and the water stop steel plates 142 are respectively located in the basement exterior wall and the second concrete connecting layers 142, and the water stop steel plate 142 are respectively.
Wherein, stagnant water steel sheet 140 is connected with interval arrangement and runs through to the first supporting rib 170 in the post-cast concrete layer 160, still is equipped with interval arrangement and both ends respectively with the drawknot strengthening rib 180 that two first supporting ribs 170 are connected in the post-cast concrete layer 160, through the structural strength and the overall stability that first supporting rib 170 and drawknot strengthening rib 180 that set up can effectual improvement stagnant water steel sheet 140 and post-cast concrete layer 160 are connected. Be equipped with the vertical muscle 190 and the splice bar 200 of interval arrangement in third concrete wall 130 and two concrete connection layers 150 respectively, the both ends of splice bar 200 extend to in first concrete outer wall 110 and the second concrete outer wall 120 after passing two concrete connection layers 150 respectively, every splice bar 200 all with each root indulge the muscle 190 and be connected, be connected with the second brace rod 210 of interval arrangement between splice bar 200 and the stagnant water steel sheet 140, second brace rod 210 through setting up can improve stagnant water steel sheet 140, connection stability and structural strength between third concrete wall 130 and two concrete connection layers 150.
The embodiments described above are some, but not all embodiments of the present application. The detailed description of the embodiments of the present application is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
Claims (7)
1. The utility model provides a node structure for basement outer wall and steel skeleton post, its characterized in that, it includes the steel skeleton post, is located respectively first concrete outer wall and the second concrete outer wall at steel skeleton post both ends, is located the third concrete wall and the stagnant water steel sheet of steel skeleton post one side, first concrete outer wall with the second concrete outer wall is close to the one end of steel skeleton post respectively with the both ends of third concrete wall are passed through the concrete connection layer and are connected, the steel skeleton post with first concrete outer wall the second concrete outer wall, third concrete wall and two through post-cast concrete layer connection between the concrete connection layer, the stagnant water steel sheet includes by being located respectively first concrete outer wall with first section portion in the second concrete outer wall, being located respectively two second section portion in the concrete connection layer and being located the third section portion in the third concrete wall is formed.
2. The node structure for the basement exterior wall and the steel reinforced concrete column according to claim 1, wherein the first concrete exterior wall and the second concrete exterior wall are located on the same straight line.
3. The node structure for the basement exterior wall and the steel reinforced concrete column according to claim 2, wherein the third concrete wall is parallel to the first concrete exterior wall and the second concrete exterior wall.
4. The joint structure for the basement exterior wall and the steel reinforced concrete column according to claim 1, wherein the water stop steel plate is connected with a plurality of first support ribs penetrating into the post-cast concrete layer.
5. The joint structure for the basement exterior wall and the steel reinforced concrete column as claimed in claim 4, wherein a plurality of tie reinforcing ribs with both ends connected with the two first supporting ribs are further arranged in the post-cast concrete layer.
6. The node structure for the basement exterior wall and the steel reinforced concrete column as claimed in claim 1, wherein a plurality of longitudinal bars and a plurality of connecting bars are respectively arranged in the third concrete wall and the two concrete connecting layers, two ends of each connecting bar respectively penetrate through the two concrete connecting layers and then extend into the first concrete exterior wall and the second concrete exterior wall, and each connecting bar is connected with each longitudinal bar.
7. The node structure for the basement exterior wall and the steel reinforced concrete column as claimed in claim 6, wherein a plurality of second support bars are connected between the connecting bars and the water stop steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222750109.XU CN218713326U (en) | 2022-10-19 | 2022-10-19 | Node structure for basement outer wall and steel rib column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222750109.XU CN218713326U (en) | 2022-10-19 | 2022-10-19 | Node structure for basement outer wall and steel rib column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218713326U true CN218713326U (en) | 2023-03-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222750109.XU Active CN218713326U (en) | 2022-10-19 | 2022-10-19 | Node structure for basement outer wall and steel rib column |
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| Country | Link |
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| CN (1) | CN218713326U (en) |
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2022
- 2022-10-19 CN CN202222750109.XU patent/CN218713326U/en active Active
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