CN209011401U - A kind of type steel bar truss floor support plate connector - Google Patents

A kind of type steel bar truss floor support plate connector Download PDF

Info

Publication number
CN209011401U
CN209011401U CN201821559311.1U CN201821559311U CN209011401U CN 209011401 U CN209011401 U CN 209011401U CN 201821559311 U CN201821559311 U CN 201821559311U CN 209011401 U CN209011401 U CN 209011401U
Authority
CN
China
Prior art keywords
support plate
steel bar
floor support
connector ontology
connector
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
CN201821559311.1U
Other languages
Chinese (zh)
Inventor
吴秋军
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.)
Hunan Solid Construction Technology Co Ltd
Original Assignee
Hunan Solid Construction Technology 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 Hunan Solid Construction Technology Co Ltd filed Critical Hunan Solid Construction Technology Co Ltd
Priority to CN201821559311.1U priority Critical patent/CN209011401U/en
Application granted granted Critical
Publication of CN209011401U publication Critical patent/CN209011401U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model relates to a kind of type steel bar truss floor support plate connectors, including connector ontology, connector ontology side sets the card slot there are two truss frame for connecting web rib and lower edge muscle, the bottom of the connector ontology is equipped with the mounting hole for connecting end template cooperation, fastener is provided in the mounting hole, the card slot side is provided with bayonet lock;The utility model is without welding, and there is no the appearance of rust spot, the aesthetics and performance of floor support plate are greatly improved;Without built, the construction period is shortened, improves construction efficiency;Without welding, construction efficiency is improved, the cost of electricity and welding wire is reduced;Template is separately transported with steel bar girder, is reduced the space of transport, is reduced transportation cost;End template uses plank, and the mode being connected by screw bolts, and end template is reusable, and demoulding is more convenient;Bolt surface is coated with release agent, and the mode demoulding back-outed manually can be used, and demoulding is convenient and simple.

Description

A kind of type steel bar truss floor support plate connector
Technical field
The utility model relates to Automatic manual transmission part fields, and in particular to a kind of type steel bar truss floor support plate connector.
Background technique
Currently, with the development of economy, steel bar girder is in petroleum, shipbuilding, building, digging, public way, the energy and decoration The industries such as decoration using more more and more universal, steel bar girder mainly winds up one, muscle (straight muscle), two, lower edge muscle (straight muscle), abdomen Two, bar muscle (waveform) compositions, it is integrally welded between the muscle that winds up, web rib and lower edge muscle, web rib.
And steel bar truss floor support plate is to be connected by end template with steel bar girder, current steel bar truss floor support plate base This connection type is: being welded on end template using web rib, while upstand-ing reinforcing bars and the muscle that winds up, web rib weld, then will be straight On vertical reinforcement welding a to transverse bar vertical with lower edge muscle, finally upstand-ing reinforcing bars are welded on end template.This reinforcing bar purlin There is the following in the connection type of frame and end template: first, since using being welded to connect, end template is equal with steel bar girder For metal, it is easy to generate rust spot in weld, influences the beauty and use of floor support plate;Second, by the way of welding, held in building When plate installation, needing to carry out built could be operated, inefficient;Third, by the way of welding, when consuming more Between and electricity;4th, end template is metal, is used only once, and increases production cost.
Therefore, at present there are many problems in existing steel bar truss floor support plate, be badly in need of inventing a kind of novel reinforcing bar purlin Frame floor support plate solves many technical problems mentioned above.
Utility model content
To solve technical problem mentioned above, a kind of type steel bar truss floor support plate of the present utility model, knot Structure is simple, convenient transportation, and construction efficiency is greatly improved.
The utility model adopts the following technical solution:
A kind of type steel bar truss floor support plate connector, which is characterized in that including connector ontology, the connector sheet Body side sets the card slot there are two truss frame for connecting web rib and lower edge muscle, and the bottom of the connector ontology is equipped with for connecting bottom The mounting hole of template cooperation, is provided with fastener in the mounting hole, the card slot side is provided with bayonet lock.
The utility model is further arranged to, the connector ontology generally Qian font, the connector ontology packet Left side, right side and bottom surface are included, left side is identical as right side shape, is correspondingly arranged on circle on the left side, right side Shape, triangle, trapezoidal shape through-hole.
The utility model is further arranged to, and the bottom surface is equipped with first step and second step, the first step It is connect with left and right side, there are gaps for the second step and left and right side.
The utility model is further arranged to, and the floor support plate includes wind up muscle, web rib, lower edge muscle, connector sheet Body and end template, the muscle that winds up are welded to connect with web rib, and the lower edge muscle is connect with web rib by connector ontology.
The utility model is further arranged to, and the connector ontology is set to web rib and lower edge muscle distance most nearby And web rib, lower edge muscle is made to pass through card slot.
The utility model is further arranged to, and the floor support plate includes wind up muscle, web rib, lower edge muscle, connector sheet Body and end template, wind up muscle and the web rib welded connecting, the lower edge muscle and web rib are by being welded to connect, the connection Part ontology connects lower edge muscle and end template at regular intervals.
The utility model is further arranged to, and the connector ontology is arranged at a certain distance except lower edge muscle and web member Muscle is apart from nearest any position.
The utility model is further arranged to, and the end template is plank.
The utility model is further arranged to, and the fastener is bolt.
The utility model is further arranged to, and the bolt surface is coated with release agent.
When the utility model floor support plate construction usage, end template need to only be put to construction location, and combine steel bar girder It in good snap-fit connection members ontology, reuses bolt and end template and connector ontology is fixed, pouring for concrete can be carried out It builds.
The beneficial effects of the utility model are:
1., there is no the appearance of rust spot, the aesthetics and performance of floor support plate are greatly improved without welding.
2. being not necessarily to built, the construction period is shortened, construction efficiency is improved.
3. improving construction efficiency without welding, reducing the cost of electricity and welding wire.
4. template is separately transported with steel bar girder, reduces the space of transport, reduce transportation cost.
5. end template uses plank, and the mode being connected by screw bolts, end template is reusable, and demoulding is more convenient Fast.
6. bolt surface is coated with release agent, the mode demoulding back-outed manually can be used, demoulding is convenient and simple.
7. compared to welded connecting before, it is bolted more firm, stress intensity is bigger.
8. connector surface is provided with various shapes through-hole, keep connector more firm in conjunction with concrete.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model Assembled Building board embodiment 1.
Fig. 2 is the structural schematic diagram of the utility model Assembled Building board embodiment 2.
Fig. 3 is the positive structure schematic of the utility model Assembled Building board connector.
Fig. 4 is the structure schematic diagram of the utility model Assembled Building board connector.
Serial number in figure: 1, connector ontology;2, web rib;3, lower edge muscle;4, card slot;5, end template;6, mounting hole;7, block Pin;8, first step;9, second step;10 wind up muscle.
Specific embodiment
The embodiments of the present invention are further described with reference to the accompanying drawing, in order to make the mesh of the utility model , technical solution and advantage be more clearly understood, with reference to the accompanying drawings and embodiments, the utility model is carried out further detailed Explanation.It should be appreciated that specific embodiment described herein is only used to explain the utility model, it is not used to limit originally practical It is novel.
Embodiment 1
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of type steel bar truss floor support plate connector, including connector ontology 1, it is described 1 side of connector ontology sets the card slot 4 there are two truss frame for connecting web rib 2 and lower edge muscle 3, the bottom of the connector ontology 1 Equipped with the mounting hole 6 for connecting the cooperation of end template 5, fastener, 4 side of the card slot setting are provided in the mounting hole 6 There is bayonet lock 7.
In the present embodiment, the connector ontology 1 generally Qian font, the connector ontology 1 includes left side, right side Face and bottom surface, left side is identical as right side shape, and circle, triangle, trapezoidal is correspondingly arranged on the left side, right side The through-hole of shape.
In the present embodiment, the bottom surface is equipped with first step 8 and second step 9, the first step 8 and left and right side Connection, there are gaps for the second step 9 and left and right side.
In the present embodiment, the floor support plate includes wind up muscle 10, web rib 2, lower edge muscle 3, connector ontology 1 and end template 5, wind up muscle 10 and the welded connecting of web rib 2, the lower edge muscle 3 are connect with web rib 2 by connector ontology 1.
In the present embodiment, the connector ontology 1 is set to web rib 2 and lower edge muscle 3 apart from most nearby and making web rib 2, lower edge muscle 3 passes through card slot 4.
In the present embodiment, the floor support plate includes wind up muscle 10, web rib 2, lower edge muscle 2, connector ontology 1 and end template 5, wind up muscle 10 and the welded connecting of web rib 2, the lower edge muscle 3 pass through welded connecting, the connector sheet with web rib 2 Body 1 connects lower edge muscle 3 and end template 5 at regular intervals.
In the present embodiment, the connector ontology 1 is arranged at a certain distance except lower edge muscle 3 with web rib 2 apart from nearest Any position.
In the present embodiment, the end template 6 is plank.
In the present embodiment, the fastener is bolt.
In the present embodiment, the bolt surface is coated with release agent.
When the utility model floor support plate construction usage, end template 5 need to only be put to construction location, and combine steel bar girder It in good snap-fit connection members ontology 1, reuses bolt and end template 5 and connector ontology 1 is fixed, concrete can be carried out It pours.
Embodiment 2
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of type steel bar truss floor support plate connector, including connector ontology 1, it is described 1 side of connector ontology sets the card slot 4 there are two truss frame for connecting web rib 2 and lower edge muscle 3, the bottom of the connector ontology 1 Equipped with the mounting hole 6 for connecting the cooperation of end template 5, fastener, 4 side of the card slot setting are provided in the mounting hole 6 There is bayonet lock 7.
In the present embodiment, the connector ontology 1 generally Qian font, the connector ontology 1 includes left side, right side Face and bottom surface, left side is identical as right side shape, and circle, triangle, trapezoidal is correspondingly arranged on the left side, right side The through-hole of shape.
In the present embodiment, the bottom surface is equipped with first step 8 and second step 9, the first step 8 and left and right side Connection, there are gaps for the second step 9 and left and right side.
In the present embodiment, the floor support plate includes wind up muscle 10, web rib 2, lower edge muscle 2, connector ontology 1 and end template 5, wind up muscle 10 and the welded connecting of web rib 2, the lower edge muscle 3 pass through welded connecting, the connector sheet with web rib 2 Body 1 connects lower edge muscle 3 and end template 5 at regular intervals.
In the present embodiment, the connector ontology 1 is arranged at a certain distance except lower edge muscle 3 with web rib 2 apart from nearest Any position.
In the present embodiment, the end template 6 is plank.
In the present embodiment, the fastener is bolt.
In the present embodiment, the bolt surface is coated with release agent.
When the utility model floor support plate construction usage, end template 5 need to only be put to construction location, and combine steel bar girder It in good snap-fit connection members ontology 1, reuses bolt and end template 5 and connector ontology 1 is fixed, concrete can be carried out It pours.
The utility model compared with the existing technology, has as follows a little:
1., there is no the appearance of rust spot, the aesthetics and performance of floor support plate are greatly improved without welding.
2. being not necessarily to built, the construction period is shortened, construction efficiency is improved.
3. improving construction efficiency without welding, reducing the cost of electricity and welding wire.
4. template is separately transported with steel bar girder, reduces the space of transport, reduce transportation cost.
5. end template uses plank, and the mode being connected by screw bolts, end template is reusable, and demoulding is more convenient Fast.
6. bolt surface is coated with release agent, the mode demoulding back-outed manually can be used, demoulding is convenient and simple.
7. compared to welded connecting before, it is bolted more firm, stress intensity is bigger.
8. connector surface is provided with various shapes through-hole, keep connector more firm in conjunction with concrete.
Although the utility model be illustrated by specific embodiment, it will be appreciated by those skilled in the art that, not In the case where being detached from the scope of the utility model, various transformation and equivalent substitute can also be carried out to the utility model.In addition, being directed to Particular condition or material can do various modifications to the utility model, without departing from the scope of the utility model.Therefore, this reality It is not limited to disclosed specific embodiment with novel, and should include the whole fallen within the scope of the utility model claims Embodiment.

Claims (3)

1. a kind of type steel bar truss floor support plate connector, which is characterized in that including connector ontology, the connector ontology Side sets the card slot there are two truss frame for connecting web rib and lower edge muscle, and the bottom of the connector ontology is equipped with for connecting bed die The mounting hole of plate cooperation, is provided with fastener in the mounting hole, the card slot side is provided with bayonet lock.
2. type steel bar truss floor support plate connector according to claim 1, which is characterized in that the connector ontology Generally Qian font, the connector ontology includes left side, right side and bottom surface, and left side is identical as right side shape, institute State left side, be correspondingly arranged on right side circle, triangle, trapezoidal shape through-hole.
3. type steel bar truss floor support plate connector according to claim 2, which is characterized in that the bottom surface is equipped with the One step and second step, the first step are connect with left and right side, and there are gaps for the second step and left and right side.
CN201821559311.1U 2018-09-25 2018-09-25 A kind of type steel bar truss floor support plate connector Active CN209011401U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821559311.1U CN209011401U (en) 2018-09-25 2018-09-25 A kind of type steel bar truss floor support plate connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821559311.1U CN209011401U (en) 2018-09-25 2018-09-25 A kind of type steel bar truss floor support plate connector

Publications (1)

Publication Number Publication Date
CN209011401U true CN209011401U (en) 2019-06-21

Family

ID=66834051

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821559311.1U Active CN209011401U (en) 2018-09-25 2018-09-25 A kind of type steel bar truss floor support plate connector

Country Status (1)

Country Link
CN (1) CN209011401U (en)

Similar Documents

Publication Publication Date Title
CN201040897Y (en) Special type flexion-resistant web H section steel
CN209011402U (en) A kind of type steel bar truss floor support plate
CN204843369U (en) Steel case roof beam steel structure welding anti -deformation platform device
CN107130734A (en) Corrugated plate dst Horizontal H-shaped structure beam and its construction method
CN209011401U (en) A kind of type steel bar truss floor support plate connector
CN202954464U (en) Steel bar truss template
CN205882591U (en) Cable bridge
CN207686133U (en) A kind of assembling truss purlin system
CN215670412U (en) High-strength steel bar truss floor bearing plate
CN114195007A (en) Semi-arc structure girder and manufacturing method thereof
CN209938734U (en) High-strength integrated carriage plate
CN209685126U (en) A kind of steel vestibule integrally promotes lifting lug device
CN206259883U (en) A kind of double glass photovoltaic component mounting structures for suspension cable
CN209586402U (en) A kind of pretightning force anchor net
CN208377519U (en) Large Oil storage tank top plate tools
CN202990196U (en) Partially prestressed prefabricated thin plate
CN201317398Y (en) Longitudinal beam
CN207079722U (en) A kind of steel girt strip nodal connection device
CN201485974U (en) Plug-in floor steel secondary beam node structure
CN205555882U (en) Heavy single track hangs
CN206737228U (en) A kind of steel reinforced concrete hollow floor
CN206467774U (en) A kind of splicing magnetic connecting structure of post and post
CN109956395A (en) A kind of steel vestibule integrally promotes shackle structure
CN201144518Y (en) Door-shaped assembly type wall big formwork
CN201074377Y (en) Reinforced bar trussed-beam purlin steel

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant