CN209011402U - A kind of type steel bar truss floor support plate - Google Patents
A kind of type steel bar truss floor support plate Download PDFInfo
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- CN209011402U CN209011402U CN201821559312.6U CN201821559312U CN209011402U CN 209011402 U CN209011402 U CN 209011402U CN 201821559312 U CN201821559312 U CN 201821559312U CN 209011402 U CN209011402 U CN 209011402U
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- support plate
- floor support
- steel bar
- connector ontology
- muscle
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Abstract
The utility model relates to a kind of type steel bar truss floor support plates, 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
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.
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, which is characterized in that the floor support plate includes wind up muscle, web rib, lower edge
Muscle, connector ontology and end template, the muscle that winds up are welded to connect with web rib, and the lower edge muscle and web rib pass through connector
Ontology connection, connector ontology side set the card slot there are two truss frame for connecting web rib and lower edge muscle, the connector sheet
The bottom of body is equipped with the mounting hole for connecting end template cooperation, is provided with fastener, the card slot side in the mounting hole
It is provided with bayonet lock.
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 side is set there are two card slot, and the bottom of the connector ontology is equipped with the mounting hole for connecting end template cooperation, institute
It states and is provided with fastener in mounting hole, the card slot side is provided with bayonet lock, under the connector ontology connects at regular intervals
String muscle and end template.
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, 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 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, including connector ontology 1, the connector
1 side of ontology sets the card slot 4 there are two truss frame for connecting web rib 2 and lower edge muscle 3, and the bottom of the connector ontology 1, which is equipped with, to be used
In being provided with fastener in the mounting hole 6 that connection end template 5 cooperates, the mounting hole 6,4 side of card slot is provided with 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, including connector ontology 1, the connector
1 side of ontology sets the card slot 4 there are two truss frame for connecting web rib 2 and lower edge muscle 3, and the bottom of the connector ontology 1, which is equipped with, to be used
In being provided with fastener in the mounting hole 6 that connection end template 5 cooperates, the mounting hole 6,4 side of card slot is provided with 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 (9)
1. a kind of type steel bar truss floor support plate, which is characterized in that the floor support plate include wind up muscle, web rib, lower edge muscle,
Connector ontology and end template, wind up muscle and the web rib welded connecting, the lower edge muscle and web rib pass through connector sheet
Body connection, connector ontology side set the card slot there are two truss frame for connecting web rib and lower edge muscle, the connector ontology
Bottom be equipped with the mounting hole for connecting end template cooperation, be provided with fastener in the mounting hole, the card slot side is set
It is equipped with bayonet lock.
2. type steel bar truss floor support plate according to claim 1, which is characterized in that the connector ontology is set to
Web rib and lower edge muscle distance most nearby and make web rib, lower edge muscle pass through card slot.
3. a kind of type steel bar truss floor support plate, which is characterized in that the floor support plate include wind up muscle, web rib, lower edge muscle,
Connector ontology and end template, wind up muscle and the web rib welded connecting, the lower edge muscle and web rib, which pass through, to be welded to connect,
Connector ontology side is set there are two card slot, and the bottom of the connector ontology is equipped with the peace for connecting end template cooperation
Hole is filled, is provided with fastener in the mounting hole, the card slot side is provided with bayonet lock, and the connector ontology is at regular intervals
Connect lower edge muscle and end template.
4. type steel bar truss floor support plate according to claim 3, which is characterized in that the connector ontology is by certain
Spacing, which is arranged in, removes lower edge muscle and web rib apart from nearest any position.
5. type steel bar truss floor support plate according to claim 1 or 3, which is characterized in that the connector ontology is whole
Body is Qian font, and the connector ontology includes left side, right side and bottom surface, and left side is identical as right side shape, described
Be correspondingly arranged on left side, right side circle, triangle, trapezoidal shape through-hole.
6. type steel bar truss floor support plate according to claim 1 or 3, which is characterized in that the bottom surface is equipped with first
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.
7. type steel bar truss floor support plate according to claim 1 or 3, which is characterized in that the end template is plank.
8. type steel bar truss floor support plate according to claim 1 or 3, which is characterized in that the fastener is bolt.
9. type steel bar truss floor support plate according to claim 8, which is characterized in that the bolt surface is coated with demoulding
Agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821559312.6U CN209011402U (en) | 2018-09-25 | 2018-09-25 | A kind of type steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821559312.6U CN209011402U (en) | 2018-09-25 | 2018-09-25 | A kind of type steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209011402U true CN209011402U (en) | 2019-06-21 |
Family
ID=66834054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821559312.6U Active CN209011402U (en) | 2018-09-25 | 2018-09-25 | A kind of type steel bar truss floor support plate |
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| Country | Link |
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| CN (1) | CN209011402U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794428A (en) * | 2020-07-27 | 2020-10-20 | 南京耀丰新材料科技有限公司 | Large-span steel bar truss floor bearing plate for high-rise building and production process thereof |
| CN113969637A (en) * | 2021-12-07 | 2022-01-25 | 张守彬 | Combined non-dismantling steel bar truss floor support plate |
-
2018
- 2018-09-25 CN CN201821559312.6U patent/CN209011402U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794428A (en) * | 2020-07-27 | 2020-10-20 | 南京耀丰新材料科技有限公司 | Large-span steel bar truss floor bearing plate for high-rise building and production process thereof |
| CN113969637A (en) * | 2021-12-07 | 2022-01-25 | 张守彬 | Combined non-dismantling steel bar truss floor support plate |
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