CN203905476U - Cantilevered cast-in-situ concrete steel baffle plate with corner protection sides - Google Patents
Cantilevered cast-in-situ concrete steel baffle plate with corner protection sides Download PDFInfo
- Publication number
- CN203905476U CN203905476U CN201420360444.1U CN201420360444U CN203905476U CN 203905476 U CN203905476 U CN 203905476U CN 201420360444 U CN201420360444 U CN 201420360444U CN 203905476 U CN203905476 U CN 203905476U
- Authority
- CN
- China
- Prior art keywords
- baffle plate
- plate
- concrete
- sided
- cast
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a cantilevered cast-in-situ concrete steel baffle plate with corner protection sides. The cantilevered cast-in-situ concrete steel baffle plate is characterized in that a concrete baffle plate which protrudes on the outer side of a steel beam is arranged on the outer side of the top surface of a top flange plate of the steel beam along the mounting direction of the steel beam in a cantilever form, the cross section of the concrete baffle plate is of a standing rectangular semi-frame structure, the rectangular semi-frame structure is constituted by a unilateral upper edge plate, a unilateral lower edge plate and a web plate, an opening of the rectangular semi-frame faces towards one side of a floor deck, and the unilateral lower edge plate in the concrete baffle plate is fixedly connected with the steel beam. The cantilevered cast-in-situ concrete steel baffle plate disclosed by the utility model can prevent grout leakage in ground cast-in-situ concrete construction, ensure perfect forming of the boundary of a cast-in-situ concrete ground floor and increase the firmness of the boundary, and further can effectively fill a gap formed between a wall body and the ground floor due to the limitation of structural arrangement, improve the construction effect and improve the project quality.
Description
Technical field
The utility model relates to baffle arrangement in steel work floor cast-in-place concrete construction, more specifically says a kind of concrete baffle plate that has corner protector limit concurrently.
Background technology
Fast development along with steel building, the steel house of environmental protection and high-rise steel and concrete structure are increasing, the construction of flooring cast-in-situ concrete is one important procedure, require in cast-in-situ concrete flooring border spillage firmly and not, but prior art does not have related measure, usually occur that cast-in-situ concrete flooring border is damaged, and due to spillage makes concrete can not perfect moulding; On the other hand, at a lot of boudary portions, because structural configuration is limit, body of wall and flooring leave space, and conventional measure cannot be by its perfect filling.
Utility model content
The utility model is the weak point for avoiding above-mentioned prior art to exist, a kind of overhanging type cast-in-situ concrete steel shoe that has corner protector limit concurrently is provided, make on the one hand in the cast-in-place concrete construction of ground not spillage, guarantee the perfect moulding in cast-in-situ concrete flooring border, increase the fastness on concrete border; For the space forming between body of wall and flooring due to structural configuration limit, effectively fill on the other hand, thereby improve construction effect, improve workmanship.
The utility model is that technical solution problem adopts following technical scheme:
The design feature that the utility model has the overhanging type cast-in-situ concrete steel shoe on corner protector limit concurrently is: along the installation direction of girder steel, convexedly stretch in the concrete baffle plate in girder steel outside with the form setting of encorbelmenting in the end face outer side edges of the top flange plate of described girder steel, the cross section of described concrete baffle plate is the rectangle half-frame structure that is upright, described rectangle half-frame structure is by one-sided supramarginal plate, one-sided inframarginal, and being connected to the web formation between described one-sided supramarginal plate and one-sided inframarginal, the opening of described rectangle half frame is towards floor support plate place one side; Between one-sided inframarginal in described concrete baffle plate and girder steel, be fixed and be connected, the maintaining an equal level of the supramarginal plate in the height of cast-in-situ concrete and described concrete baffle plate.
The design feature that the utility model has the overhanging type cast-in-situ concrete steel shoe on corner protector limit concurrently is also:
The width of described one-sided inframarginal is to arrange by the length that convexedly stretches in girder steel outside of setting, and described one-sided supramarginal plate is formed in the bending edge on web top, and the width of bending edge is 30-50mm.
Between the one-sided inframarginal web of described concrete baffle plate, reinforced pull rod is set, forms the gusseted to web.
Between one-sided inframarginal in described concrete baffle plate and girder steel, be to be interrupted welding to form a fixed connection.
Described concrete baffle plate is to adopt 3mm steel plate bending and molding.
Compared with the prior art, the utility model beneficial effect is embodied in:
1, the utility model has effectively stopped being scattered of cast-in-situ concrete and spillage, makes the perfect moulding of concrete;
2, the utility model plays particularly preferred reinforcing and protective effect to the border of flooring and corner, prevents from using flooring to cause corner to damage;
3, the utility model is effectively filled for the space forming between body of wall and flooring due to structural configuration limit, increases to a certain extent flooring utilization rate, does not stay dead angle.
4, the utility model only needs to adopt to be interrupted welding between concrete baffle plate and load-carrying members, and the material-saving that saves time is simple to operate;
5, in the utility model, concrete baffle plate Shi processing plant adopts 3mm steel plate bending and molding, and reinforced pull rod factory quantizes raw, and scene is Cutting Length as required, convenient construction.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Number in the figure: 1 girder steel, 2 floor support plates, 3 one-sided inframarginals, 4 one-sided supramarginal plates, 5 concrete baffle plates, 6 reinforced pull rods.
The specific embodiment
Referring to Fig. 1, the form of structure that has the overhanging type cast-in-situ concrete steel shoe on corner protector limit in the present embodiment concurrently is: along the installation direction of girder steel 1, convexedly stretch in the concrete baffle plate 5 in girder steel outside with the form setting of encorbelmenting in the end face outer side edges of the top flange plate of girder steel 1, the cross section of concrete baffle plate 5 is the rectangle half-frame structures that are upright, rectangle half-frame structure is by one-sided supramarginal plate 4, one-sided inframarginal 3, and being connected to the web formation between one-sided supramarginal plate 4 and one-sided inframarginal 3, the opening of rectangle half frame is towards floor support plate 2 place one sides; Between one-sided inframarginal 3 in concrete baffle plate 5 and girder steel 1, be fixed and be connected, maintaining an equal level of supramarginal plate 4 in the height of cast-in-situ concrete and concrete baffle plate 5, concrete baffle plate 5 has been avoided spillage, and make the perfect moulding in concrete border, more can, when using concrete building ground, to corner, play good protection and reinforcement effect; Its form of encorbelmenting is effectively filled for the space forming between body of wall and flooring due to structural configuration limit, increases to a certain extent flooring utilization rate, does not stay dead angle.
In the present embodiment, corresponding structure setting also comprises:
The width of one-sided inframarginal 3 is to arrange by the length that convexedly stretches in girder steel outside of setting, and one-sided supramarginal plate 4 is formed in the bending edge on web top, and the width of bending edge is 30-50mm.
In order to guarantee sound construction, between the one-sided inframarginal 3 of concrete baffle plate and web, reinforced pull rod 6 is set, form the gusseted to web 6; Between one-sided inframarginal 3 in concrete baffle plate 5 and girder steel 1, be to be interrupted welding to form a fixed connection, the mode of this interruption welding can guarantee firm connection, again can time and labour saving.Concrete baffle plate Shi processing plant adopts 3mm steel plate bending and molding, and reinforced pull rod factory quantizes raw, and scene is Cutting Length as required, convenient construction.
In concrete enforcement, after the installation of floor main structure finishes, start to lay floor support plate 2 on the girder steel 1 of floor, floor support plate 2 is laid complete, as required at border and place, hole construction concrete baffle plate 5; Concrete baffle plate 5 and reinforced pull rod 6 Shi factories complete processing in advance, in the top flange plate edge of girder steel 1, to be interrupted to be welded, concrete baffle plate 5 are installed, and the height of cast-in-situ concrete keeps equal with one-sided supramarginal plate 4 in concrete baffle plate.
Claims (5)
1. an overhanging type cast-in-situ concrete steel shoe that has corner protector limit concurrently, it is characterized in that: along the installation direction of girder steel (1), end face outer side edges at the top flange plate of described girder steel (1) convexedly stretches in the concrete baffle plate (5) in girder steel outside with the form setting of encorbelmenting, the cross section of described concrete baffle plate (5) is the rectangle half-frame structure that is upright, described rectangle half-frame structure is by one-sided supramarginal plate (4), one-sided inframarginal (3), and the web being connected between described one-sided supramarginal plate (4) and one-sided inframarginal (3) forms, the opening of described rectangle half frame is towards floor support plate (2) place one side, between one-sided inframarginal (3) in described concrete baffle plate (5) and girder steel (1), be fixed and be connected, the maintaining an equal level of the supramarginal plate (4) in the height of cast-in-situ concrete and described concrete baffle plate (5).
2. the overhanging type cast-in-situ concrete steel shoe that has corner protector limit concurrently according to claim 1, it is characterized in that: the width of described one-sided inframarginal (3) is to arrange by the length that convexedly stretches in girder steel outside of setting, described one-sided supramarginal plate (4) is formed in the bending edge on web top, and the width of bending edge is 30-50mm.
3. the overhanging type cast-in-situ concrete steel shoe that has corner protector limit concurrently according to claim 1 and 2, it is characterized in that: between one-sided inframarginal (3) web of described concrete baffle plate, reinforced pull rod (6) is set, forms the gusseted to web (6).
4. the overhanging type cast-in-situ concrete steel shoe that has corner protector limit concurrently according to claim 1, is characterized in that: between the one-sided inframarginal (3) in described concrete baffle plate (5) and girder steel (1), be to be interrupted welding to form a fixed connection.
5. the overhanging type cast-in-situ concrete steel shoe that has corner protector limit concurrently according to claim 1, is characterized in that: described concrete baffle plate is to adopt 3mm steel plate bending and molding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420360444.1U CN203905476U (en) | 2014-06-30 | 2014-06-30 | Cantilevered cast-in-situ concrete steel baffle plate with corner protection sides |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420360444.1U CN203905476U (en) | 2014-06-30 | 2014-06-30 | Cantilevered cast-in-situ concrete steel baffle plate with corner protection sides |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203905476U true CN203905476U (en) | 2014-10-29 |
Family
ID=51779764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420360444.1U Withdrawn - After Issue CN203905476U (en) | 2014-06-30 | 2014-06-30 | Cantilevered cast-in-situ concrete steel baffle plate with corner protection sides |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203905476U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032950A (en) * | 2014-06-30 | 2014-09-10 | 安徽富煌钢构股份有限公司 | Overhanging type cast-in-place concrete steel baffle with corner protection side |
-
2014
- 2014-06-30 CN CN201420360444.1U patent/CN203905476U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032950A (en) * | 2014-06-30 | 2014-09-10 | 安徽富煌钢构股份有限公司 | Overhanging type cast-in-place concrete steel baffle with corner protection side |
| CN104032950B (en) * | 2014-06-30 | 2016-03-30 | 安徽富煌钢构股份有限公司 | A kind of overhanging type cast-in-situ concrete steel shoe having corner protector limit concurrently |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110761322B (en) | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof | |
| CN204212286U (en) | A kind of reinforced steel plate-concrete combined shear wall with ribbing | |
| CN104631512A (en) | Post-cast strip beam and slab construction method adopting formwork hanging method | |
| CN102191779A (en) | Topdown construction method of basement exterior wall | |
| CN204590364U (en) | A kind of assembly type self-supporting mould of ribbed slab floor | |
| CN204456428U (en) | A kind of entirety being installed on composite wallboard is waftd window | |
| CN203878995U (en) | Side wall stair formwork | |
| CN203905476U (en) | Cantilevered cast-in-situ concrete steel baffle plate with corner protection sides | |
| CN203924102U (en) | Building implements foundation bolt preformed hole construction mould | |
| CN103615075A (en) | Concrete sloping roof continuous casting forming method | |
| CN205839721U (en) | A kind of novel offshore platform | |
| CN203905244U (en) | Concrete baffle plate with corner protection edge | |
| CN208650446U (en) | A kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct | |
| CN202338070U (en) | Cushion block for installation of wallboards | |
| CN203878607U (en) | Construction joint structure of trench wall concrete of trench and pipe trench | |
| CN204097885U (en) | For the combined steel board fixing structure of ring road bridge anti-collision wall construction | |
| CN204418670U (en) | The sealing concrete pad used in a kind of building operations | |
| CN204676591U (en) | Trough rim construction elevator basis | |
| CN104032950A (en) | Overhanging type cast-in-place concrete steel baffle with corner protection side | |
| CN203603460U (en) | Structure capable of preventing thick liquid leakage of gap between floor formwork and precast beam component | |
| CN201991144U (en) | Hanging stool for thickness-quality control of cast-in-place concrete floor upper-layer plate-rib protecting layer and concrete plate | |
| CN218205697U (en) | L type corner constructional column template reinforcing system that can have enough to meet need | |
| CN209066687U (en) | One kind is whole to pour cavity building roof prefabricated components | |
| CN204001374U (en) | A kind of prefabricated plug dome brick | |
| CN204728474U (en) | Precast wall panel connecting box |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20141029 Effective date of abandoning: 20160330 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |