CN205171700U - Prevent that peripheral building carrier plate of steel column from leaking structure of starching - Google Patents
Prevent that peripheral building carrier plate of steel column from leaking structure of starching Download PDFInfo
- Publication number
- CN205171700U CN205171700U CN201520867830.4U CN201520867830U CN205171700U CN 205171700 U CN205171700 U CN 205171700U CN 201520867830 U CN201520867830 U CN 201520867830U CN 205171700 U CN205171700 U CN 205171700U
- Authority
- CN
- China
- Prior art keywords
- steel column
- support plate
- carrier plate
- floor support
- building carrier
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a prevent that peripheral building carrier plate of steel column from leaking structure of starching, be equipped with the backup pad on the steel column, the backup pad is located the below of building carrier plate, the backup pad edge is greater than to the distance of steel column the steel column with gap between the building carrier plate cutting edge, utilize the steel column as the fixed point that supports, set up the backup pad on the steel column, the backup pad plays the gap of the on -the -spot manual cut out -of -shape production of shutoff building carrier plate and the effect of supporting the building carrier plate, solves the earth hourglass thick liquid problem of mixing, construction convenience reduces the site work volume for plugging material is saved to the construction progress, and reduce cost, suitability are strong, and the security is good, can ensure the quality of products.
Description
Technical field
After floor support plate laid by the girder steel that the utility model relates to steel building flooring, roofing and platform, the girder steel of concreting mixes clay structure again, is specifically related to the structure preventing steel column periphery floor support plate spillage.
Background technology
The girder steel of current steel building flooring, roofing and platform to be laid after floor support plate concreting again.Steel column periphery floor support plate needs the wayward out-of-shape of on-the-spot hand cut precision, and the gap of generation causes concrete spillage, need take close measure.For irregular figure steel columns such as circles, hand cut precision is more wayward, and gap is larger, and concrete spillage is more serious, and shutoff is more difficult.As shown in Figure 5, conventional method is stressed for considering the floor support plate construction stage, need on steel column periphery girder steel the support member such as site welding angle steel, cause floor localized raised and get angry in scene.Therefore traditional method bothers, takes a lot of work, unsightly, produces quality, potential safety hazard.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provides easy construction, and progress is fast, and the structure preventing steel column periphery floor support plate spillage that safety is good.
To achieve these goals, the technical solution adopted in the utility model is:
Prevent the structure of steel column periphery floor support plate spillage, described steel column is provided with gripper shoe, and described gripper shoe is located at the below of described floor support plate, and described support plate edge is greater than the gap between described steel column and described floor support plate cutting edge to the distance of steel column.
Described gripper shoe is annular slab.
Described gripper shoe is welded with described steel column and girder steel top flange respectively.
The utility model has the advantage of: the structure preventing steel column periphery floor support plate spillage, utilize steel column as the fixed point supported, steel column arranges gripper shoe, gripper shoe plays the gap that the on-the-spot hand cut out-of-shape of shutoff floor support plate produces and the effect supporting floor support plate, solves mixed earth spillage problem; Easy construction, reduces site work amount, accelerating construction progress, save plugging material, reduce costs, applicability is strong, and safety is good, can ensure the quality of products.
Accompanying drawing explanation
Mark in the content expressed each width accompanying drawing of the utility model manual below and figure is briefly described:
Fig. 1 is the girder steel schematic diagram that the utility model prevents the structure of steel column periphery floor support plate spillage and lays.
Fig. 2 is that the utility model prevents the gripper shoe of the structure of steel column periphery floor support plate spillage to be welded to structural representation on steel column and girder steel top flange.
Fig. 3 is the cutting schematic diagram that the utility model prevents the floor support plate of the structure of steel column periphery floor support plate spillage.
Fig. 4 is that the utility model prevents the structure of steel column periphery floor support plate spillage to build the structural representation of mixed earth.
Fig. 5 is the schematic diagram that in prior art, girder steel is laid.
Mark in above-mentioned figure is:
1, cylinder, 2, floor support plate, 3, girder steel top flange, 4, spillage gap, 5, angle steel support member, 6, gripper shoe, 7, floor support plate cutting edge.
Detailed description of the invention
Contrast accompanying drawing below, by the description to optimum embodiment, detailed description of the invention of the present utility model is described in further detail.
As Figure 1-Figure 4, for steel building flooring, the steel column of roofing and platform to be laid after floor support plate concreting again, the gap that the on-the-spot hand cut of steel column periphery floor support plate produces causes the problem of concrete spillage, the present invention prevents the structure of steel column periphery floor support plate spillage, steel column 1 is for being positioned at the round steel tubing string in the middle of girder steel, steel column 1 is provided with gripper shoe 6, gripper shoe 6 is located at the below of floor support plate 2, gripper shoe 6 edge is greater than the gap between steel column 1 and floor support plate 2 cutting edge to the distance of steel column 1, gripper shoe 6 covers the gap between steel column 1 and floor support plate cutting edge 7, reveal to prevent mixed earth slurry.
The present invention utilizes steel column 1 as the fixed point supported, and steel column 1 arranges gripper shoe 6, and gripper shoe 6 plays the gap that the on-the-spot hand cut out-of-shape of shutoff floor support plate 2 produces and the effect supporting floor support plate 2, solves mixed earth spillage problem; Easy construction, reduces site work amount, accelerating construction progress, save plugging material, reduce costs, applicability is strong, and safety is good, can ensure the quality of products.
Gripper shoe 6 is annular slab; Gripper shoe 6 is loop configuration, effectively can not only block the gap between steel column 1 and floor support plate 2 cutting edge, and the syndeton of gripper shoe 6 and steel column 1 and girder steel top flange 3 is solid and reliable, has good supporting role to floor support plate 2.
Gripper shoe 6 is welded with steel column 1 and girder steel top flange 3 respectively; Between gripper shoe 6 and steel column 1, syndeton is stablized, and improves stable leakproof and supporting role.
Prevent the structure of steel column periphery floor support plate spillage, according to steel column 1, girder steel dimensional requirement, select the gripper shoe 6 of suitable dimension, in factory, the gripper shoe 6 of T-Ring shape is welded on steel column 1 and girder steel top flange 3; According to on-the-spot actual in steel column 1 place floor support plate 2 accurately cutting as far as possible, after making laying, floor support plate 2 is little with steel column 1 gap; Lay floor support plate 2 and lay reinforcing bar by design; Floor support plate 2 and the qualified after-pouring concrete of steel corrosion quantity, due to the effect of gripper shoe 6, can not spillage in mixed earth casting process, finally form reliable girder steel and mix clay structure.
Obvious the utility model specific implementation is not subject to the restrictions described above, as long as have employed the improvement of the various unsubstantialities that method of the present utility model is conceived and technical scheme is carried out, all within protection domain of the present utility model.
Claims (3)
1. prevent the structure of steel column periphery floor support plate spillage, it is characterized in that: described steel column is provided with gripper shoe, described gripper shoe is located at the below of described floor support plate, and described support plate edge is greater than the gap between described steel column and described floor support plate cutting edge to the distance of steel column.
2. prevent the structure of steel column periphery floor support plate spillage as claimed in claim 1, it is characterized in that: described gripper shoe is annular slab.
3. prevent the structure of steel column periphery floor support plate spillage as claimed in claim 1 or 2, it is characterized in that: described gripper shoe is welded with described steel column and girder steel top flange respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520867830.4U CN205171700U (en) | 2015-11-02 | 2015-11-02 | Prevent that peripheral building carrier plate of steel column from leaking structure of starching |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520867830.4U CN205171700U (en) | 2015-11-02 | 2015-11-02 | Prevent that peripheral building carrier plate of steel column from leaking structure of starching |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205171700U true CN205171700U (en) | 2016-04-20 |
Family
ID=55735703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520867830.4U Expired - Fee Related CN205171700U (en) | 2015-11-02 | 2015-11-02 | Prevent that peripheral building carrier plate of steel column from leaking structure of starching |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205171700U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106854931A (en) * | 2017-02-24 | 2017-06-16 | 天津住总建筑集团有限公司 | A kind of socket joint bayonet type exhaust duct and construction |
| CN107100279A (en) * | 2017-06-26 | 2017-08-29 | 江苏沪宁钢机股份有限公司 | One kind can prefabricated attachment structure for mortar leakage prevention in steel building |
-
2015
- 2015-11-02 CN CN201520867830.4U patent/CN205171700U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106854931A (en) * | 2017-02-24 | 2017-06-16 | 天津住总建筑集团有限公司 | A kind of socket joint bayonet type exhaust duct and construction |
| CN107100279A (en) * | 2017-06-26 | 2017-08-29 | 江苏沪宁钢机股份有限公司 | One kind can prefabricated attachment structure for mortar leakage prevention in steel building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101852031B (en) | Construction method of soil covering tank | |
| CN204676609U (en) | The reinforced waterproof construction of a kind of basement bottom plate rear pouring tape | |
| CN102877486A (en) | Integral cast-in-situ construction method for cable ducts | |
| CN205171700U (en) | Prevent that peripheral building carrier plate of steel column from leaking structure of starching | |
| CN214090643U (en) | Waterproof structure of concrete roof layer | |
| CN104060781A (en) | Cast-in-situ cranked slab stair without seams at stair sections and construction method | |
| CN112252462A (en) | Construction method of concrete roof layer waterproof structure | |
| CN205077856U (en) | A control of concrete protection layer and horizontal rebar positioning device for silo sliding formwork construction | |
| CN105442629A (en) | Construction method for T-shaped platform vibration-isolating base of large-scale equipment | |
| CN206053328U (en) | A kind of middle buried water stop fixing device | |
| CN201538969U (en) | Precast concrete board forming die | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN203320578U (en) | Waterproof treatment structure of reinforced concrete cast-in-place pile head | |
| CN205839721U (en) | A kind of novel offshore platform | |
| CN204626794U (en) | A kind of floor plates stirrup | |
| CN105625462A (en) | Precast beam pedestal construction process | |
| CN108571068A (en) | The insertion of steel fabric sheet cross section carries out high-strength concrete pouring construction engineering method | |
| CN201915420U (en) | Foundation of temporary gate building | |
| CN104712088A (en) | Construction method for post-poured concrete of prefabricated composite floor slabs | |
| CN103953194A (en) | Construction method of variable section variable grade large volume concrete diversion trench | |
| CN204899041U (en) | Stool with upper and lower protection layer for controlling plate ribs | |
| CN204626732U (en) | A kind of precast reinforced concrete construction superposed beam antipriming | |
| CN204199331U (en) | A kind of indoor dewatering well runs through basement bottom board leakage-resistant device | |
| CN205857241U (en) | Different-thickness raft plate underground structure with post-cast strip | |
| CN204385755U (en) | Foundation construction precast concrete form structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 241006 Anhui city of Wuhu Province Silver Lake Economic and Technological Development Zone No. 45 North Road Patentee after: Hang Xiao steel (Anhui) Co., Ltd. Address before: 241006 Anhui city of Wuhu Province Silver Lake Economic and Technological Development Zone No. 45 North Road Patentee before: ANHUI HANGXIAO STEEL STRUCTURE CO., LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160420 Termination date: 20171102 |