CN213710501U - Concrete supporting structure - Google Patents
Concrete supporting structure Download PDFInfo
- Publication number
- CN213710501U CN213710501U CN202022252025.4U CN202022252025U CN213710501U CN 213710501 U CN213710501 U CN 213710501U CN 202022252025 U CN202022252025 U CN 202022252025U CN 213710501 U CN213710501 U CN 213710501U
- Authority
- CN
- China
- Prior art keywords
- concrete
- web
- support column
- concrete web
- locking
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a concrete supporting structure, it includes a plurality of support columns, is provided with the concrete web between two adjacent support columns, and sliding connection can be dismantled with the support column to the concrete web, and the slip direction is the length direction of support column, is equipped with locking Assembly between support column and the concrete web. This application has the flexibility height, work efficiency's when can promoting the construction effect.
Description
Technical Field
The application relates to the field of concrete support, in particular to a concrete support structure.
Background
The concrete supporting mechanism is widely applied to frame type buildings and has the characteristic of convenient use.
At present, in the related art, chinese patent with application publication No. CN109629403A discloses a concrete supporting structure column and a manufacturing method thereof, wherein the concrete supporting structure column includes a plurality of supporting columns, and an ultra-high performance concrete web plate for connecting two adjacent supporting columns is disposed between two adjacent supporting columns, wherein the supporting columns include a steel pipe concrete column and an ultra-high performance concrete layer wrapped around the steel pipe concrete column; a reinforcing mesh is arranged in the concrete web, and a shear connector is arranged between the reinforcing mesh and the support column. The shear connector comprises a steel plate used for connecting the steel mesh and the steel pipe, and a steel bar perpendicular to the steel plate penetrates through the steel plate. When the concrete support column structure is used, after the steel pipe and the steel pipe are connected through the steel mesh, a template of an ultrahigh-performance concrete template and an ultrahigh-performance concrete web is erected, the ultrahigh-performance concrete is poured into the template to form an ultrahigh-performance concrete layer and an ultrahigh-performance concrete web, and finally, the steel pipe concrete column, the ultrahigh-performance concrete layer and the ultrahigh-performance concrete web are maintained to complete construction and manufacturing of the concrete support column structure.
In view of the above technical solutions, the applicant believes that when a concrete supporting structure is used, in-situ casting and maintenance are required, which consumes a long time and causes low working efficiency.
SUMMERY OF THE UTILITY MODEL
In order to improve work efficiency, the application provides a concrete support structure.
The application provides a concrete supporting structure adopts following technical scheme:
the utility model provides a concrete supporting structure, includes a plurality of support columns, is provided with the concrete web between two adjacent support columns, and sliding connection can be dismantled with the support column to the concrete web, and the slip direction is the length direction of support column, is equipped with locking Assembly between support column and the concrete web.
Through adopting above-mentioned technical scheme, when needs use concrete bearing structure, at first lead to locking Assembly with concrete web and support column to be connected, then according to the place demand, with concrete web and the integral erection that the support column formed can in the place. Sliding connection can be dismantled with the support column to the concrete web, compares with the conventional art, does not need the scene to carry out concrete curing, and the direct mount use can, easy operation, convenient to use promotes efficiency. In addition, when the concrete supporting structure needs to be dismantled, the locking assembly is released from fixing the concrete web and the supporting column, the operation is simple, and the working efficiency is high.
Optionally, a clamping groove is formed in one end of the supporting column, the length direction of the clamping groove is the same as that of the supporting column, and the end portion of the concrete web extends into the clamping groove and is connected with the supporting column in a sliding mode.
Through adopting above-mentioned technical scheme, when needing to use concrete bearing structure, with the tip of concrete web slide in the draw-in groove, then through locking Assembly with concrete web and support column lock can. The setting of draw-in groove can realize being connected simple structure, convenient operation to support column and concrete web.
Optionally, the clamping groove is T-shaped, and a T-shaped block adapted to the clamping groove is fixedly connected to an end of the concrete web.
Through adopting above-mentioned technical scheme, the phenomenon of deviating from each other can reduce to take place between concrete web and the support column in the setting of T-slot and T-shaped piece, and then can promote the connection stability between support column and the concrete web.
Optionally, the locking assembly comprises two locking plates, two locking bolts and two locking nuts, the two locking plates are respectively located on two sides of the sliding direction of the concrete web and fixedly connected with the circumferential surface of the supporting column, and the locking bolts are in threaded connection with the locking nuts after penetrating through the locking plates, the concrete web and the other locking plate.
Through adopting above-mentioned technical scheme, according to the place demand, stretch into the concrete web between two locking plates to confirm the back with the relative position of support column and concrete web, pass locking plate, concrete web and another locking plate back with the locking bolt in proper order, screw up lock nut, alright completion is to the fixed of concrete web and support column, simple structure and operation flexibility height.
Optionally, the surfaces of the locking plates close to each other abut against the concrete web.
Through adopting above-mentioned technical scheme, locking plate and concrete web butt can play the effect of support to the concrete web, promote the stability of concrete web and locking plate junction, simultaneously, can promote the holistic structural strength of locking plate and concrete web, and then can promote overall structure's connection stability.
Optionally, a reinforcing rib is connected to the connecting position of the locking plate and the supporting column.
Through adopting above-mentioned technical scheme, the setting of strengthening rib can promote the stability of being connected between locking board and the support column, further promotes the locking board to the support intensity of concrete web, promotes overall structure's stability of being connected.
Optionally, a friction pad is fixedly connected to the side wall of the locking plate close to the concrete web.
Through adopting above-mentioned technical scheme, the setting of friction pad can reduce the rigidity intensity of the contact between locking plate and the concrete web, plays the effect of buffering to the concrete web, and on the other hand can reduce the wearing and tearing of locking plate to the concrete web, promotes the life of concrete web.
Optionally, at least two layers of steel rib plates are arranged in the concrete web.
By adopting the technical scheme, the concrete web bears certain pressure. The strength of the concrete web can be further improved by the steel rib plates.
In summary, the present application includes at least one of the following beneficial technical effects:
sliding connection can be dismantled with the support column to the concrete web, can promote the flexibility of being connected between concrete web and the support column, can reduce the time of concreting at the job site simultaneously, improves work efficiency.
The setting of draw-in groove and T-shaped piece can promote the smooth and easy nature when concrete web is connected with the support column on the one hand, and on the other hand can promote the stability of being connected between support column and the concrete web.
The locking plate is arranged by being abutted to the concrete web, on one hand, under the action of the locking bolt and the locking nut, the concrete web can be connected with the supporting column, on the other hand, the concrete web can be supported, and the connection stability between the concrete web and the supporting column is improved.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present application.
Fig. 2 is a partial structural cross-sectional view of an embodiment of the present application, which is intended to show a concrete filled steel tubular column.
Fig. 3 is a partial structural sectional view of an embodiment of the present application, which is intended to show a locking plate.
Description of reference numerals: 1. a support pillar; 11. a steel pipe concrete column; 111. concrete; 112. a reinforcement cage; 113. a reinforcing mesh; 114. a steel pipe; 12. an ultra-high concrete layer; 121, a carrier; a steel rib plate; 122. reinforcing ribs; 13. a concrete web; 2. a card slot; 21. a T-shaped block; 3. a locking assembly; 31. a locking plate; 311. a friction pad; 32. locking the bolt; 33. and locking the nut.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses concrete bearing structure. Referring to fig. 1, a concrete supporting structure includes a plurality of support columns 1, support column 1 parallel arrangement is provided with concrete web 13 between two adjacent support columns 1, and sliding connection can be dismantled with support column 1 to the tip of concrete web 13, and the sliding direction is the length direction of support column 1, and the end connection of concrete web 13 has locking Assembly 3, and locking Assembly 3 is connected with support column 1.
According to the place demand, with support column 1 and the good back of concrete web 13 equipment, adopt locking Assembly 3 to link together support column 1 and concrete web 13 to it can to install concrete web 13 and support column 1 overall structure at the construction site.
Referring to fig. 2, the support column 1 is a cylindrical structure, the axis direction is horizontal, the support column 1 includes a steel pipe concrete column 11 and an ultra-high performance concrete layer 12 wrapped around the steel pipe concrete column 11, the steel pipe concrete column 11 includes a steel pipe 114, a reinforcement cage 112 is disposed in the steel pipe 114, a plurality of layers of reinforcement meshes 113 are alternately filled in the steel pipe 114, and concrete 111 is filled in the steel pipe 114. Combine figure 1, concrete web 13 is equipped with a plurality ofly, distributes along the length direction of support column 1, and concrete web 13 is rectangle platelike structure in this application, and length direction is perpendicular with the length direction of support column 1, and concrete web 13 is equipped with two, distributes along the length direction of support column 1, and concrete web 13 is pre-buried in fashioned in-process inside has the deep floor 121 that the three-layer level set up, and the length direction of deep floor 121 is the same with the length direction of concrete web 13. The clamping grooves 2 are formed in two end portions of the length direction of the ultrahigh concrete layer 12, the length direction of the clamping grooves 2 is the same as the length direction of the ultrahigh concrete layer 12, and the cross section of each clamping groove 2 is in a T shape. The equal fixedly connected with of two tip of concrete web 13 and the T-shaped piece 21 of draw-in groove 2 looks adaptation, two T-shaped pieces 21 inlay respectively in draw-in groove 2 on two super high nature concrete layers 12 with super high nature concrete layer 12 sliding connection to, concrete web 13 can be dismantled with support column 1, and the stability that concrete web 13 and support column 1 are connected can be promoted in the cooperation of T-shaped piece 21 and draw-in groove 2.
Referring to fig. 3, the locking assembly 3 includes two locking plates 31, two locking bolts 32 and two locking nuts 33, the two locking plates 31 are respectively located on two sides of the length direction of the clamping groove 2, the locking plates 31 are of a horizontally arranged rectangular plate-shaped structure, the length direction of the locking plates 31 is the same as the length direction of the concrete layer 12, and one end of the locking plates 31 in the length direction is fixedly connected to the circumferential surface of the ultra-high concrete layer 12. One side that locking plate 31 kept away from each other is fixedly connected with strengthening rib 122, and strengthening rib 122 and the global fixed connection of support column 1. Friction pads 311 are fixedly connected to both opposite surfaces of the two lock plates 31. The bottom surface of the friction pad 311 located above the concrete web 13 abuts the top surface of the concrete web 13, and the top surface of the friction pad 311 located below the concrete web 13 abuts the bottom surface of the concrete web 13. The locking bolt 32 is threaded with the locking nut 33 after passing through the locking plate 31, the concrete web 13 and the other locking plate 31 in sequence. Locking plate 31, locking bolt 32 and lock nut 33 cooperation are used, can promote the convenience when concrete web 13 and support column 1 use, can avoid simultaneously taking place relative motion between the in-process concrete web 13 of installation and support column 1, promote the stability that concrete web 13 and support column 1 are connected.
The implementation principle of a concrete supporting structure of the embodiment of the application is as follows: slide T-shaped block 21 in draw-in groove 2 to adjust the relative position between concrete web 13 and the support column 1, make the connection between concrete web 13 and the support column 1 satisfy the place installation demand, then, screw up locking bolt 32, fixed concrete web 13 and support column 1, and will wholly install at the construction place.
The support column 1 is connected with the concrete web 13 through the locking plate 31 and the locking bolt 32, so that the flexibility of the concrete support structure during use can be improved, and compared with the traditional mode of pouring concrete in situ, the work efficiency can be improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. A concrete support structure characterized by: including a plurality of support columns (1), be provided with concrete web (111) between two adjacent support columns (1), sliding connection can be dismantled with support column (1) to concrete web (111), and the slip direction is the length direction of support column (1), is equipped with between support column (1) and concrete web (111) locking Assembly (3).
2. A concrete support structure according to claim 1, wherein: draw-in groove (2) have been seted up to the one end of support column (1), and the length direction of draw-in groove (2) is the same with the length direction of support column (1), and the one end of concrete web (111) stretches into in draw-in groove (2), with support column (1) sliding connection.
3. A concrete support structure according to claim 2, wherein: the clamping groove (2) is T-shaped, and a T-shaped block (21) matched with the clamping groove (2) is fixedly connected to the end part of the concrete web (111).
4. A concrete support structure according to claim 1, wherein: locking Assembly (3) are equipped with two including locking plate (31), locking bolt (32) and lock nut (33), and locking plate (31) are located the both sides of concrete web (111) slip direction respectively, with the global fixed connection of support column (1), behind locking plate (31), concrete web (111) and another locking plate (31) locking bolt (32) pass with lock nut (33) threaded connection.
5. A concrete support structure according to claim 4, wherein: the surfaces of the locking plates (31) which are close to each other are abutted against the concrete web (111).
6. A concrete support structure according to claim 4, wherein: the connecting position of the locking plate (31) and the supporting column (1) is connected with a reinforcing rib (122).
7. A concrete support structure according to claim 4, wherein: and a friction pad (311) is fixedly connected to the surface of the locking plate (31) close to the concrete web (111).
8. A concrete support structure according to claim 1, wherein: at least two layers of steel rib plates (121) are arranged in the concrete web (111).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022252025.4U CN213710501U (en) | 2020-10-11 | 2020-10-11 | Concrete supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022252025.4U CN213710501U (en) | 2020-10-11 | 2020-10-11 | Concrete supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213710501U true CN213710501U (en) | 2021-07-16 |
Family
ID=76797660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022252025.4U Active CN213710501U (en) | 2020-10-11 | 2020-10-11 | Concrete supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213710501U (en) |
-
2020
- 2020-10-11 CN CN202022252025.4U patent/CN213710501U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201826525U (en) | Climbing shuttering system device for buildings | |
| CN203452204U (en) | Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder | |
| CN108239997A (en) | In-situ concrete wall one side formwork system | |
| CN103321155B (en) | Viaduct pier operation platform system and build this system and pour into a mould the method for bridge pier | |
| CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN105019645B (en) | Fetch earth in contrary sequence method and the template system and construction method of xoncrete structure are built at mouth | |
| CN213682129U (en) | Deep foundation pit unilateral die carrier | |
| CN213710501U (en) | Concrete supporting structure | |
| CN212689005U (en) | Overhanging type formwork supporting structure for pouring retaining wall | |
| CN2440893Y (en) | Apparatus for unitary horizontal movement of construction | |
| CN205024833U (en) | Reinforcing bar concrete combination prefabricated component | |
| CN204960300U (en) | Steel bar truss template of steel bar truss floor and on --spot ligature floor | |
| CN208578228U (en) | A kind of haunch formula large panel structure for basement | |
| CN217378938U (en) | UHPC assembled soil nail wall structure | |
| CN114232656A (en) | UHPC (ultra high performance polycarbonate) assembled soil nailing wall structure and construction method | |
| CN105544966A (en) | Formwork reinforcing system and construction method for large-angle veneer fair-faced inclined wall | |
| CN207794317U (en) | A kind of New Floor Slab and steel column connecting node | |
| CN112727070A (en) | Steel frame GMT combined die carrier | |
| CN112127515A (en) | Connecting device for precast concrete external wall panels | |
| CN214401378U (en) | Reinforced concrete truss arch bridge main arch rib reinforced structure | |
| CN103485536B (en) | Shear wall large template ruggedized construction | |
| CN108277878A (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN211473391U (en) | Cantilever beam template clamp | |
| CN217834048U (en) | Template system of prefabricated hollow beam slab | |
| CN210766346U (en) | Improve outer material structure that pastes of bridge seal anchor district durability |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |