CN207268017U - A kind of assembling type steel structure floor seal type side mould node - Google Patents
A kind of assembling type steel structure floor seal type side mould node Download PDFInfo
- Publication number
- CN207268017U CN207268017U CN201721106011.3U CN201721106011U CN207268017U CN 207268017 U CN207268017 U CN 207268017U CN 201721106011 U CN201721106011 U CN 201721106011U CN 207268017 U CN207268017 U CN 207268017U
- Authority
- CN
- China
- Prior art keywords
- baffle
- upper flange
- plate
- support plate
- hush panel
- 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
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of assembling type steel structure floor seal type side mould node, it is related to building structure technology field, baffle plate setting is in upper flange top edge, floor support plate is located on the inside of baffle, it is laid with along upper limb plate top surface, and be close to termination in its tip position and set be fixed on the hush panel of upper limb plate top surface, baffle and upper flange, floor support plate and hush panel are formed to be end mould, the chamber that pours using upper flange, floor support plate and hush panel as bed die using baffle, and in pouring intracavitary shaping cast-in-place structural.The baffle of the utility model cast-in-place structural end and the hush panel of floor support plate termination form effective stop in pouring construction, avoid cast-in-place concrete from being scattered and spillage, make the perfect shaping of concrete；Baffle plays reinforcing and protective effect to the border turning of flooring, avoids it from damaging in use；Boundary need not support plank sheathing, while saving former form removal process, eliminate the issuable security risk of form removal process, reduce the labor intensity of worker and improve construction efficiency.
Description
Technical field
It the utility model is related to building structure technology field, and in particular to a kind of floor for assembling type steel structure seals
Shi Bianmo nodes.
Background technology
Assembling type steel structure building is a kind of new building system, and for traditional concrete construction, it uses steel
Plate or shaped steel instead of armored concrete, and intensity higher, shock resistance is more preferable, and since component can be made with batch production, scene peace
Dress, drastically increases construction efficiency.In recent years, assembling type steel structure architectural development is rapid, be widely used in industrial building and
In civil buildings.
Assembled architecture building is a kind of common assembling type steel structure building, and ground cast-in-place concrete is one in its construction
Road important procedure is, it is necessary to meet that firmly, spillage and environmentally protective, shaping perfectly will not on border in cast-in-place concrete flooring
Ask.But the prior art can not ensure its pouring quality, often there is the breakage of cast-in-place concrete flooring border, and due to the use of wood
The problem of template spillage prevents concrete to be molded from perfection.
Utility model content
The utility model is precisely in order to avoid the shortcoming present in the above-mentioned prior art, there is provided one kind is used to assemble
The floor seal type side mould node of formula steel construction.
The utility model adopts the following technical scheme that to solve technical problem：A kind of assembling type steel structure floor seal type side
Mould node, web are connected between the upper flange and lower wing plate being arranged in parallel, and vertical with the upper flange and the lower wing plate
Set, form the girder steel for supporting, it is characterised in that：Baffle plate setting is in the upper flange top edge, its bottom is inwardly
The right angle bottom plate of right-angle structure is bent to form, top is bent to form the crotch top plate of crotch structure, the right angle bottom plate inwardly
It is connected with the upper flange, the baffle is fixed on the upper flange；Floor support plate is located on the inside of the baffle, along on described
Wing plate top surface is laid with, and in its tip position is close to the termination and sets be fixed on the hush panel of the upper limb plate top surface, described
Baffle and the upper flange, the floor support plate and the hush panel are formed using the baffle to hold mould, with the upper flange, described
Floor support plate and the hush panel are the chamber that pours of bed die, and pour intracavitary shaping cast-in-place structural in described.
Further, the right angle bottom plate is fixed on the upper limb plate top surface in a manner of being interrupted welding.
Further, the crotch top plate that bending angle is 45 ° is bent to form at the top of the baffle inwardly.
Further, the cast-in-place structural height maintains an equal level with the height of baffle plate.
Further, the material of the baffle is steel.
The utility model provides a kind of assembling type steel structure floor seal type side mould node, has the advantages that：
1st, the hush panel of the baffle of cast-in-place structural end and floor support plate termination forms effective stop in pouring construction, avoids
Cast-in-place concrete is scattered and spillage, makes the perfect shaping of concrete；
2nd, baffle plays reinforcing and protective effect to the border turning of flooring, avoids it from damaging in use；
3rd, interruption welding need to be only used between baffle and upper flange, time saving material-saving is easy to operate；
4th, in addition boundary is without supporting plank sheathing, and one-pass molding, green pollution-free, saves the same of former form removal process
When, the issuable security risk of form removal process is eliminated, the labor intensity of worker is reduced and improves construction efficiency.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the partial enlarged view at the utility model A.
In figure：
1st, girder steel, 11, web, 12, upper flange；2nd, floor support plate；3rd, baffle, 31, right angle bottom plate, 32, crotch top plate； 4、
Cast-in-place structural；5th, hush panel.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described implementation
Example is the utility model part of the embodiment, instead of all the embodiments.Based on the embodiment in the utility model, this area
Those of ordinary skill's all other embodiments obtained without creative efforts, belong to the utility model
The scope of protection.
As shown in Fig. 1~Fig. 2, its structural relation is：Web 11 be connected to the upper flange 12 being arranged in parallel and lower wing plate it
Between, and be vertically arranged with upper flange 12 and lower wing plate, form the girder steel for supporting, it is characterised in that：Baffle 3 is arranged at upper limb
12 top edge of plate, its bottom are bent to form the right angle bottom plate 31 of right-angle structure inwardly, and top is bent to form crotch inwardly
The crotch top plate 32 of structure, right angle bottom plate 31 are connected with upper flange 12, baffle 3 are fixed on upper flange 12；Floor support plate 2 is located at
The inner side of baffle 3, is laid with along 12 top surface of upper flange, and in its tip position is close to termination and sets be fixed on the envelope of 12 top surface of upper flange
Oralia, baffle 3 are formed with baffle 3 for end mould, with upper flange 12, floor support plate 2 and envelope with upper flange 12, floor support plate 2 and hush panel 5
Oralia 5 is the chamber that pours of bed die, and is molded cast-in-place structural 4 in pouring intracavitary.
Preferably, right angle bottom plate 31 is fixed on 12 top surface of upper flange in a manner of being interrupted and weld.
Preferably, the top of baffle 3 is bent to form the crotch top plate 32 that bending angle is 45 ° inwardly.
Preferably, 4 height of cast-in-place structural highly maintains an equal level with baffle 3.
Preferably, the material of baffle 3 is steel.
When it is implemented, after floor girder steel 1 is installed, floor support plate 2 is laid with 1 top surface of girder steel.Floor support plate 2 has been laid with
Bi Hou, honey hick-skinned so 5 is set in its end point, and is interrupted welding baffle 3 along 12 edge of upper flange, is end with baffle 3
Mould, the chamber that pours with upper flange 12, floor support plate 2 and hush panel 5 for bed die, and to pouring intracavitary pouring molding cast-in-place structural 4.
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Non-exclusive inclusion, so that process, method, article or equipment including a series of elements not only will including those
Element, but also including other elements that are not explicitly listed, or further include as this process, method, article or equipment
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that
Also there are other identical element in process, method, article or equipment including the key element.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations；Although with reference to foregoing reality
Example is applied the utility model is described in detail, it will be understood by those of ordinary skill in the art that：It still can be to preceding
State the technical solution described in each embodiment to modify, or equivalent substitution is carried out to which part technical characteristic；And these
Modification is replaced, and the essence of appropriate technical solution is departed from the spirit and model of various embodiments of the utility model technical solution
Enclose.
Claims (5)
- A kind of 1. assembling type steel structure floor seal type side mould node, it is characterised in that：Web (11) is connected to what is be arranged in parallel Upper flange (12) is vertically arranged between lower wing plate, and with the upper flange (12) and the lower wing plate, is formed for supporting Girder steel, it is characterised in that：Baffle (3) is arranged at the upper flange (12) top edge, its bottom is bent to form right angle inwardly The right angle bottom plate (31) of structure, top are bent to form the crotch top plate (32) of crotch structure, the right angle bottom plate (31) inwardly It is connected with the upper flange (12), the baffle (3) is fixed on the upper flange (12)；Floor support plate (2) is located at the gear On the inside of plate (3), it is laid with along the upper flange (12) top surface, and is close to the termination setting in its tip position and is fixed on described The hush panel of wing plate (12) top surface, the baffle (3) and the upper flange (12), the floor support plate (2) and the hush panel (5) Form with the baffle (3) be hold mould, with the upper flange (12), the floor support plate (2) and the hush panel (5) be bed die Chamber is poured, and intracavitary shaping cast-in-place structural (4) is poured in described.
- A kind of 2. assembling type steel structure floor seal type side mould node according to claim 1, it is characterised in that：It is described straight Angle bottom plate (31) is fixed on the upper flange (12) top surface in a manner of being interrupted and weld.
- A kind of 3. assembling type steel structure floor seal type side mould node according to claim 1, it is characterised in that：The gear The crotch top plate (32) that bending angle is 45 ° is bent to form at the top of plate (3) inwardly.
- A kind of 4. assembling type steel structure floor seal type side mould node according to claim 1, it is characterised in that：It is described existing Structure (4) is poured highly with the baffle (3) height to maintain an equal level.
- A kind of 5. assembling type steel structure floor seal type side mould node according to claim 1, it is characterised in that：The gear The material of plate (3) is steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106011.3U CN207268017U (en) | 2017-08-31 | 2017-08-31 | A kind of assembling type steel structure floor seal type side mould node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106011.3U CN207268017U (en) | 2017-08-31 | 2017-08-31 | A kind of assembling type steel structure floor seal type side mould node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207268017U true CN207268017U (en) | 2018-04-24 |
Family
ID=61960138
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721106011.3U Active CN207268017U (en) | 2017-08-31 | 2017-08-31 | A kind of assembling type steel structure floor seal type side mould node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207268017U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519899A (en) * | 2020-04-15 | 2020-08-11 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-place casting mold and casting body for prefabricated building and construction method thereof |
-
2017
- 2017-08-31 CN CN201721106011.3U patent/CN207268017U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519899A (en) * | 2020-04-15 | 2020-08-11 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-place casting mold and casting body for prefabricated building and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107327140A (en) | A kind of masonry constructional column pours mouth template | |
| CN207110172U (en) | A kind of assembling type steel structure cast-in-place concrete floor side mould node | |
| CN205134717U (en) | Take frame mould integration light antidetonation partition plate of architectural surface | |
| CN105298015A (en) | Light anti-seismic partition plate with integrated architectural surface and wall body and manufacturing method thereof | |
| CN207110171U (en) | A kind of assembling type steel structure floor overhanging type side mould node | |
| CN207268017U (en) | A kind of assembling type steel structure floor seal type side mould node | |
| CN206245663U (en) | Heavy terrace expansion joint connector | |
| CN204221939U (en) | A kind of precast concrete cable channel cover plate mold system | |
| CN203270627U (en) | Construction joint structure of shear wall | |
| CN206655311U (en) | A kind of prefabricated assembling type reinforced concrete floats window member | |
| CN206201157U (en) | A kind of prefab-form | |
| CN204983384U (en) | Prestressed concrete double T board | |
| CN207244964U (en) | A kind of difference of height floor constructing structure for steel building | |
| CN207211467U (en) | A kind of combined type floor support plate constructing structure for steel building | |
| CN207092531U (en) | A kind of cast-in-place floor seal type side mould node of assembling type steel structure | |
| CN204024043U (en) | A kind of for concrete pitched roof mounting structure | |
| CN207794610U (en) | The support device corniced for installing exterior wall | |
| CN207419752U (en) | Can assemble anti-bank of precast concrete | |
| CN206467846U (en) | A kind of assembled goes along with sb. to guard him Side fascia transverse joint node component | |
| CN210598619U (en) | Cement premix door frame plate | |
| CN108756228B (en) | Plastering-free construction process for constructional column | |
| CN207244960U (en) | A kind of Prefabricated stacking floor with tool-typed formwork for being used to drop plate region | |
| CN208396295U (en) | A kind of open-cut station construction stair formwork erecting structure | |
| CN202882456U (en) | Ring beam structure newly arranged at bottom of construction floorslab | |
| CN102873751B (en) | Method for manufacturing exhaust passage |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |