CN202181561U - Stepped late poured band support - Google Patents
Stepped late poured band support Download PDFInfo
- Publication number
- CN202181561U CN202181561U CN201120239640XU CN201120239640U CN202181561U CN 202181561 U CN202181561 U CN 202181561U CN 201120239640X U CN201120239640X U CN 201120239640XU CN 201120239640 U CN201120239640 U CN 201120239640U CN 202181561 U CN202181561 U CN 202181561U
- Authority
- CN
- China
- Prior art keywords
- stairstepping
- stepped
- ater
- casting
- support
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a stepped late poured band support, which comprises multiple stepped supports (1). A plurality of hooks (2) serving as steel wire mesh hooks are arranged on one side of each stepped support opposite to the late poured band, a connecting reinforcing steel bar (4) is connected in the hooks (2) to be bound tightly to enable the multiple stepped supports (1) to be connected into a stable integrity. A groove (3) for installing water stop strips is arranged on one side of each stepped support (1) facing the late poured band. The stepped late poured band support is convenient to support and construct, can ensure supporting strength, and is simple in structure, reliable in performance, convenient to manufacture and low in cost.
Description
Technical field
The utility model relates to a kind of support, particularly relates to a kind of stairstepping ater-casting and supports.
Background technology
Flourish along with builing industry, for economizing the land resource, most engineerings are built the large tracts of land basements.The standing ater-casting of putting in the basement, the concrete in the ater-casting waters after needing, and the both sides, ater-casting need be supported and make both sides, ater-casting concrete formation good when therefore building underplate concrete.The general wooden form grooving that uses at first is can not have enough to meet the need behind the wooden form grooving to make resource consumption big as support; Secondly wooden form also is easy to be embedded in the concrete difficulty and cleans out, and influences structure and waterproof; Also will pick groove behind the stripping expanded rubber sealing rod could be installed, expense manual work and construction quality cannot say for sure to bring inconvenience to construction by card.
The utility model content
The utility model technical problem to be solved provides a kind of ater-casting of being convenient to and supports construction, can guarantee that the stairstepping ater-casting of support strength is supported.
In order to solve the problems of the technologies described above; The stairstepping ater-casting that the utility model provides is supported; Comprise a plurality of stairstepping bearings; On each described stairstepping bearing, be provided with the hook of a plurality of double as gauze wire cloths hooks back to a side of ater-casting, connecting reinforcement is installed in that colligation firmly makes a plurality of described stairstepping bearings connect into firm integral body in the described hook, a side of ater-casting is provided with above the described stairstepping bearing at each to be used for the groove that sealing rod is installed.
Described hook is fixed by welding on the described stairstepping bearing.
Adopt the stairstepping ater-casting of technique scheme to support, on the stairstepping bearing, be provided with hook, gauze wire cloth is fixed on hook upward and after the colligation firmly can control the concrete formation quality.On the stairstepping bearing, be provided with groove, sealing rod can be directly installed in the groove.The stairstepping bearing is provided with hook, and connecting reinforcement is put into hook makes bearing become as a whole.During use, the stairstepping bearing according to different base plate thickness selection different sizes will be communicated with reinforcing bar and be fixed on the hook, and the spacing of control stairstepping bearing, and gauze wire cloth also is fixed on the hook on the stairstepping bearing.This stairstepping ater-casting is supported not to be needed to cut out template and flitch in a large number, meets the energy-conserving and environment-protective requirement.The spacing of stairstepping bearing can be adjusted according to field condition, can guarantee to support enough intensity.Sealing rod in the ater-casting can directly be pressed in the groove on the stairstepping bearing, need not pick cutter afterwards, and simple and easy quality attractive in appearance is secure.Stop that the gauze wire cloth that concrete flows has the secure fixation point, can overcome the yielding common fault of gauze wire cloth.
In sum, the utility model is a kind ofly to be convenient to that the ater-casting is supported construction, can be guaranteed support strength and simple in structure, dependable performance, stairstepping ater-casting easily manufactured, with low cost is supported.
Description of drawings
Fig. 1 is the utility model structural representation lateral view;
Fig. 2 is the utility model scheme of installation.
The specific embodiment
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is described further.
Referring to Fig. 1 and Fig. 2; Stairstepping bearing 1 usefulness round steel is made; Side back to the ater-casting on each stairstepping bearing 1 is provided with the hook 2 that a plurality of double as gauze wire cloths are linked up with; Hook 2 is fixed by welding on the stairstepping bearing 1, is installed in connecting reinforcement 4 according to ater-casting length needs that colligations firmly make a plurality of stairstepping bearings 1 connect into firm integral body in the hook 2, each stairstepping bearing 1 above the side to the ater-casting be provided with the groove 3 that is used for the installation of rubber swelling sealing rod.
Referring to Fig. 1 and Fig. 2; During use,, confirm the spacing that stairstepping bearing 1 is installed according to base plate thickness according to the stairstepping bearing 1 of base plate thickness selection different size; Weld in advance link up with 2 stairstepping bearing 1 arrange at the scene good and temporary fixed; Put into hook 2 and colligation or welding to connecting reinforcement 4 and fix, the last gauze wire cloth 5 that stops concrete to flow into the ater-casting of on a plurality of hooks 2, installing, certain surplus inflection will be stayed in attention gauze wire cloth 5 bottoms.Treat to be installed in the rubber swelling sealing rod in the groove 3 on the stairstepping bearing 1 before the ater-casting inner concrete is built, and press the code requirement connection.
Claims (2)
1. a stairstepping ater-casting is supported; It is characterized in that: comprise a plurality of stairstepping bearings (1); Go up the hook (2) that is provided with a plurality of double as gauze wire cloth hooks back to a side of ater-casting at each described stairstepping bearing (1); Connecting reinforcement (4) is installed in the interior colligation of described hook (2) firmly makes a plurality of described stairstepping bearings (1) connect into firm integral body, a side of ater-casting is provided with above the described stairstepping bearing (1) at each to be used for the groove (3) that sealing rod is installed.
2. stairstepping according to claim 1 ater-casting is supported, and it is characterized in that: described hook (2) is fixed by welding on the described stairstepping bearing (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120239640XU CN202181561U (en) | 2011-07-08 | 2011-07-08 | Stepped late poured band support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120239640XU CN202181561U (en) | 2011-07-08 | 2011-07-08 | Stepped late poured band support |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202181561U true CN202181561U (en) | 2012-04-04 |
Family
ID=46174603
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201120239640XU Expired - Fee Related CN202181561U (en) | 2011-07-08 | 2011-07-08 | Stepped late poured band support |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202181561U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102660965A (en) * | 2012-05-29 | 2012-09-12 | 上海建工集团股份有限公司 | Construction method for post-pouring settlement belt with simply supported fully-enclosed plate retainer structure |
CN110805167A (en) * | 2019-11-26 | 2020-02-18 | 中国十七冶集团有限公司 | Construction method for binding shear wall reinforcing steel bars by adopting outer hook support |
-
2011
- 2011-07-08 CN CN201120239640XU patent/CN202181561U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102660965A (en) * | 2012-05-29 | 2012-09-12 | 上海建工集团股份有限公司 | Construction method for post-pouring settlement belt with simply supported fully-enclosed plate retainer structure |
CN110805167A (en) * | 2019-11-26 | 2020-02-18 | 中国十七冶集团有限公司 | Construction method for binding shear wall reinforcing steel bars by adopting outer hook support |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103572839B (en) | A kind of mixing shear connector | |
CN202031215U (en) | Combined floor of bar-mat reinforcement sheets and profiled steel sheets by adopting spot welding | |
CN202181561U (en) | Stepped late poured band support | |
CN205314308U (en) | Have composite wall of bearing and heat preservation function concurrently | |
CN204456159U (en) | A kind of steel kind design concrete anchor location structure | |
CN101603330A (en) | Steel-Solderless node connector for steel-concrete composite structure | |
CN204475916U (en) | The swimming pool overflow groove device that a kind of combined type is installed | |
CN203924492U (en) | Be easy to the shear wall steel mesh reinforcement of automated production and the shear wall of formation | |
CN205206112U (en) | Novel three -dimensional steel bar truss building carrier plate | |
CN201753502U (en) | Blocking seat broken-tile type lightning protection net | |
CN205171382U (en) | Hyperboloid case beam side combination structure support device | |
CN204875757U (en) | Novel high -efficient three -dimensional drainage scheme | |
CN204402019U (en) | Silo top heavy grade conical shell template system | |
CN201474093U (en) | Connector without welding nodes for steel-concrete combination structure | |
CN203933505U (en) | Embedded installation photovoltaic component support | |
CN203320751U (en) | Formwork thermal insulation integrated wall body | |
CN203569692U (en) | Mixing shear connector | |
CN205024912U (en) | Detachable steel bar truss building carrier plate of die block | |
CN203961268U (en) | A kind of building-supporting mattress a tree, used in making timber for boats | |
CN103243871A (en) | Slate water guide plate and mounting method thereof | |
CN211228456U (en) | Slotted hole seepage-discharging plate set | |
CN204386090U (en) | Wall hanging connector for fastening boards | |
CN201162343Y (en) | Quickly and easily closing net template | |
CN204401851U (en) | A kind of composite ceiling structure for building | |
CN203393971U (en) | Dismounting floor |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120404 Termination date: 20140708 |
|
EXPY | Termination of patent right or utility model |