CN207092531U - A kind of cast-in-place floor seal type side mould node of assembling type steel structure - Google Patents

A kind of cast-in-place floor seal type side mould node of assembling type steel structure Download PDF

Info

Publication number
CN207092531U
CN207092531U CN201721106864.7U CN201721106864U CN207092531U CN 207092531 U CN207092531 U CN 207092531U CN 201721106864 U CN201721106864 U CN 201721106864U CN 207092531 U CN207092531 U CN 207092531U
Authority
CN
China
Prior art keywords
support plate
floor support
cast
place
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
Application number
CN201721106864.7U
Other languages
Chinese (zh)
Inventor
芮秀明
刘智
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anhui Fuhuang Steel Structure Co Ltd
Original Assignee
Anhui Fuhuang Steel Structure Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Anhui Fuhuang Steel Structure Co Ltd filed Critical Anhui Fuhuang Steel Structure Co Ltd
Priority to CN201721106864.7U priority Critical patent/CN207092531U/en
Application granted granted Critical
Publication of CN207092531U publication Critical patent/CN207092531U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Floor Finish (AREA)

Abstract

The utility model discloses a kind of cast-in-place floor seal type side mould node of assembling type steel structure, it is related to building structure technology field, horizontal floor support plate and longitudinal floor support plate are located at upper flange both sides of the edge respectively, it is close to the laying of upper limb plate top surface, and in horizontal floor support plate tip position is close to termination and sets be fixed on the hush panel of upper limb plate top surface;Longitudinal floor support plate, horizontal floor support plate and hush panel form the chamber that pours using longitudinal floor support plate, horizontal floor support plate and hush panel as bed die, and are molded cast-in-place structural in pouring intracavitary.The hush panel of the utility model transverse direction floor support plate termination forms effective stop in pouring construction, avoids cast-in-place concrete from being scattered and spillage, makes the perfect shaping of concrete;The utility model need not support plank sheathing in addition in boundary, one-shot forming, green non-pollution, save a large amount of artificial and remove the danger of form removal from;It also avoid simultaneously during form removal and cast-in-place structural caused to damage;Increase the fastness on concrete border, avoid form removal from causing cast-in-place structural to damage.

Description

A kind of cast-in-place floor seal type side mould node of assembling type steel structure
Technical field
It the utility model is related to building structure technology field, and in particular to a kind of cast-in-place floor for assembling type steel structure Side mould node.
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 is higher, and shock resistance is more preferable, and because component can be made with batch production, scene peace Dress, drastically increases efficiency of construction.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 flooring or floor cast-in-place concrete are that it is applied One of important procedure in work, it is necessary to meet in cast-in-place concrete flooring border firmly, not spillage and it is green, be molded Beautiful requirement.At present, floor support plate termination is usually sealed with wooden form or the XPS for forbidding building to use using country Mouthful, not only endanger environment, add the time of construction, also fragile cast-in-place structural when removing plank, cast-in-place concrete often occur Flooring border is damaged, and due to the problem of preventing concrete to be molded from perfection using plank sheathing spillage.
Utility model content
The utility model is precisely in order to avoid the weak point present in above-mentioned prior art, there is provided a kind of assembled steel Structure cast-in-place floor seal type side mould node.
The utility model adopts the following technical scheme that to solve technical problem:A kind of cast-in-place floor sealing of assembling type steel structure Shi Bianmo nodes, web are connected between the upper flange and lower wing plate be arrangeding in parallel, and with the upper flange and the lower wing plate It is vertically arranged, forms the girder steel for supporting, longitudinal floor support plate and horizontal floor support plate are located at the upper flange both sides of the edge respectively, It is close to the upper limb plate top surface laying, and is close to the termination setting in the horizontal floor support plate tip position and is fixed on described The hush panel of wing plate top surface;
Longitudinal floor support plate, the horizontal floor support plate and the hush panel are formed with longitudinal floor support plate, the horizontal stroke Intracavitary shaping cast-in-place structural is poured to the chamber that pours that floor support plate and the hush panel are bed die, and in described.
Further, the hush panel is thin steel sheet folding piece, in " Z " type structure.
Further, the cast-in-place structural top surface is in plane.
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 horizontal floor support plate termination forms effective stop in pouring construction, avoid cast-in-place concrete be scattered and Spillage, make the perfect shaping of concrete;
2nd, the utility model need not support plank sheathing in addition in boundary, one-shot forming, green pollution-free, save It is a large amount of artificial and remove the danger of form removal from;It also avoid simultaneously during form removal and cast-in-place structural caused to damage;
3rd, increase the fastness on concrete border, avoid form removal from causing cast-in-place structural to damage;
4th, hush panel utilizes the direct bending and molding of steel plate, scene Cutting Length as needed, convenience in job shop Construction.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure:
1st, girder steel, 11, web, 12, upper flange;21st, longitudinal floor support plate, 22, horizontal floor support plate;3rd, hush panel;4th, it is cast-in-place Structure.
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 embodiment of the utility model is clearly and completely described, (;) obviously, described reality It is the utility model part of the embodiment to apply example, rather than whole embodiments.Based on the embodiment in the utility model, ability The every other embodiment that domain those of ordinary skill is obtained under the premise of creative work is not made, it is new to belong to this practicality The scope of type protection.
As shown in figure 1, its structural relation is:Web 11 is connected between the upper flange 12 and lower wing plate be arrangeding in parallel, and It is vertically arranged with upper flange 12 and lower wing plate, forms the girder steel for supporting, longitudinal floor support plate 21 and horizontal floor support plate 22 is distinguished Positioned at the both sides of the edge of upper flange 12, it is close to the laying of the top surface of upper flange 12, and be close to termination in the horizontal tip position of floor support plate 22 and set Put the hush panel 3 for being fixed on the top surface of upper flange 12;
Longitudinal floor support plate 21, horizontal floor support plate 22 and hush panel 3 are formed with longitudinal floor support plate 21, horizontal floor support plate 22 and envelope Oralia 3 is the chamber that pours of bed die, and is molded cast-in-place structural 4 in pouring intracavitary.
Preferably, hush panel 3 is thin steel sheet folding piece, in " Z " type structure.
Preferably, the top surface of cast-in-place structural 4 is in plane.
When it is implemented, after the installation of floor girder steel 1 terminates, spread respectively in the top surface both sides of the edge of upper flange 12 of girder steel 1 If longitudinal floor support plate 21 and horizontal floor support plate 22, and be close to longitudinal termination of floor support plate 21 and hush panel 3 is set, formed and held with longitudinal building Plate 21, horizontal floor support plate 22 and hush panel 3 are the chamber that pours of bed die, and are molded cast-in-place structural 4 in pouring intracavitary.Cast-in-place structural 4 Top surface is in plane.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality Body or operation make a distinction with another entity or operation, and not necessarily require or imply and deposited between these entities or operation In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to Nonexcludability includes, so that process, method, article or equipment including a series of elements not only will including those Element, but also the other element including being not expressly set out, or it is this process, method, article or equipment also to include Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that Other identical element also be present 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 within the art that:It still can be to preceding State the technical scheme 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 scheme Enclose.

Claims (3)

1. a kind of cast-in-place floor seal type side mould node of assembling type steel structure, web (11) are connected to the upper flange be arrangeding in parallel (12) between lower wing plate, and it is vertically arranged with the upper flange (12) and the lower wing plate, forms the girder steel for supporting, its It is characterised by:Longitudinal floor support plate (21) and horizontal floor support plate (22) are located at the upper flange (12) both sides of the edge respectively, are close to institute State the laying of upper flange (12) top surface, and in horizontal floor support plate (22) tip position be close to the termination set be fixed on it is described The hush panel (3) of upper flange (12) top surface;
Longitudinal floor support plate (21), the horizontal floor support plate (22) and the hush panel (3) are formed with longitudinal floor support plate (21), the horizontal floor support plate (22) and the hush panel (3) are the chamber that pours of bed die, and to pour intracavitary shaping cast-in-place in described Structure (4).
A kind of 2. cast-in-place floor seal type side mould node of assembling type steel structure according to claim 1, it is characterised in that:Institute It is thin steel sheet folding piece to state hush panel (3), in " Z " type structure.
A kind of 3. cast-in-place floor seal type side mould node of assembling type steel structure according to claim 1, it is characterised in that:Institute It is in plane to state cast-in-place structural (4) top surface.
CN201721106864.7U 2017-08-31 2017-08-31 A kind of cast-in-place floor seal type side mould node of assembling type steel structure Active CN207092531U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721106864.7U CN207092531U (en) 2017-08-31 2017-08-31 A kind of cast-in-place floor seal type side mould node of assembling type steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721106864.7U CN207092531U (en) 2017-08-31 2017-08-31 A kind of cast-in-place floor seal type side mould node of assembling type steel structure

Publications (1)

Publication Number Publication Date
CN207092531U true CN207092531U (en) 2018-03-13

Family

ID=61540386

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721106864.7U Active CN207092531U (en) 2017-08-31 2017-08-31 A kind of cast-in-place floor seal type side mould node of assembling type steel structure

Country Status (1)

Country Link
CN (1) CN207092531U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111561151A (en) * 2020-05-25 2020-08-21 上海宝冶集团有限公司 Corner plate of steel bar truss floor bearing plate and cast-in-place concrete beam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111561151A (en) * 2020-05-25 2020-08-21 上海宝冶集团有限公司 Corner plate of steel bar truss floor bearing plate and cast-in-place concrete beam

Similar Documents

Publication Publication Date Title
CN103711328B (en) The bracing means of a kind of beams of concrete and construction method thereof
CN201620509U (en) Heat insulating block for building
CN207092531U (en) A kind of cast-in-place floor seal type side mould node of assembling type steel structure
CN109024987A (en) Construction method is poured after a kind of toilet shear wall
CN111015937A (en) Method for producing laminated floor slab with smooth surface and without slurry leakage
CN207110171U (en) A kind of assembling type steel structure floor overhanging type side mould node
CN211817040U (en) Slurry leakage prevention structure at splicing part of assembled laminated slab
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
CN207268017U (en) A kind of assembling type steel structure floor seal type side mould node
CN203256930U (en) Connection structure for concrete wall body and masonry wall face
CN105821956A (en) Construction method for special-shape eave of concrete building
CN206205443U (en) Concrete short-limb wall and the aluminum alloy mould plate attachment structure of masonry junction
CN206438609U (en) The bean column node slip casting mould and slurry injection structure of building of steel frame construction
CN205134730U (en) Side side of overlapping cavity intermediate layer concrete filled steel tube component that inner tube was put to one side
CN208578056U (en) A kind of assembling concrete cushion cap template
CN209837564U (en) Novel wall ceramic tile dry-hanging bracket
CN204876534U (en) Building shuttering
CN207513153U (en) The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure
CN206956518U (en) A kind of small-sized chamfering formwork of box beam
CN206999239U (en) A kind of stair step external corner precast construction
CN204040461U (en) A kind of MST wall construction part
CN206769371U (en) A kind of crack resistence plain form
CN204691047U (en) The building block of novel block card
CN207110392U (en) A kind of special trowel of plasterboard seam

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant