CN210917962U

CN210917962U - Steel bar truss floor support plate framework

Info

Publication number: CN210917962U
Application number: CN201921655027.9U
Authority: CN
Inventors: 董书梅; 杜轩宇; 刘静锋
Original assignee: Jiangsu Haogang Construction Technology Co ltd
Current assignee: Jiangsu Haogang Construction Technology Co ltd
Priority date: 2019-09-30
Filing date: 2019-09-30
Publication date: 2020-07-03
Anticipated expiration: 2029-09-30

Abstract

The utility model discloses a steel bar truss building carrier plate skeleton belongs to construction technical field. A steel bar truss floor support plate framework comprises triangular web member steel bars, steel bar limiting clamps are arranged on two sides of each triangular web member steel bar, a slide way connecting clamp is arranged at the bottom of each triangular web member steel bar, grooves are formed in the top and the bottom of each slide way connecting clamp, the number of the grooves is two, a first guide screw is fixedly connected inside one groove, and a second guide screw is fixedly connected inside the other groove; the utility model discloses, use through the cooperation of spacing slide, bottom plate, slide connecting clamp and bottom plate, constructor can adjust spacing slide according to the size of bottom plate when mounting plate for different bottom plates all can install in steel bar truss's bottom, and whole joint strength is higher, and steel bar truss wholly does not receive destruction, has improved holistic steadiness, avoids the emergence of incident.

Description

Steel bar truss floor support plate framework

Technical Field

The utility model relates to a construction technical field especially relates to a steel bar truss building carrier plate skeleton.

Background

The floor slab is a very important component of the building, and the existing floor slab is generally formed by pouring reinforced concrete.

In the process of pouring the floor slab, a bottom die is required to be used as a support. In order to facilitate construction, part of steel bars of the bottom die can be made into a steel bar truss, and the steel bar truss is combined with the bottom die to be made into a steel bar truss floor bearing plate. The steel bar truss floor carrier plate has various forms, some steel bar trusses are welded fastening together with the die block, and present die block is mostly the prefabricated plate, need demolish the die block after the floor is pour and is accomplished for the floor carrier plate is more difficult when the installation or demolish the die block, need consume a large amount of time and manual work, and is unsafe.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the problem that the constructor of being not convenient for among the prior art installs or dismantles the bottom plate, and the steel bar truss building carrier plate skeleton that proposes.

In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a steel bar truss building carrier plate skeleton, includes triangle web member reinforcing bar, the both sides of triangle web member reinforcing bar all are provided with reinforcing bar stop clip, the bottom of triangle web member reinforcing bar is provided with the slide connecting clamp, the top and the bottom of slide connecting clamp are all seted up flutedly, the quantity of recess is two, one of them the first lead screw of inside fixedly connected with of recess, another the inside fixedly connected with second lead screw of recess, the spacing clamp of reinforcing bar connects the surface at first lead screw, spacing slide has been cup jointed to second lead screw's surface, the inside of spacing slide is provided with the bottom plate.

Preferably, one side of the steel bar limiting clamp is provided with a locking fixture block, and the locking fixture block is in threaded connection with the first guide screw.

Preferably, one side of the steel bar limiting clamp is spliced with a fastening screw, the number of the steel bar limiting clamps is a plurality, and the plurality of the steel bar limiting clamps are fixedly connected with each other through the fastening screws.

Preferably, the two sides of the triangular web member steel bar are fixedly connected with lower chord steel bars, and the top end of the triangular web member steel bar is fixedly connected with upper chord steel bars.

Preferably, both ends of the lower chord steel bar are fixedly connected with support horizontal steel bars, and the support horizontal steel bars are fixedly connected with the upper chord steel bars through support vertical steel bars.

Preferably, the number of the triangular web member reinforcing steel bars is five, and five of the triangular web member reinforcing steel bars are arranged at the top of the slide way connecting clamp in a rectangular array mode.

Compared with the prior art, the utility model provides a steel bar truss building carrier plate skeleton possesses following beneficial effect:

1. the utility model discloses, use through the cooperation of triangle web member reinforcing bar, the spacing clamp of reinforcing bar, first lead screw, second lead screw, bottom plate and spacing slide for constructor can dismantle or install the bottom plate fast, and operation process is simple convenient, labour saving and time saving, very big improvement constructor's work efficiency.

2. The utility model discloses, use through the cooperation of spacing slide, bottom plate, reinforcing bar spacing clamp, slide connecting clamp and bottom plate, constructor can adjust spacing slide according to the size of bottom plate when mounting plate for different bottom plates all can install in steel bar truss's bottom, and whole joint strength is higher, and steel bar truss wholly does not receive the destruction, has improved holistic steadiness, avoids the emergence of incident.

The part that does not relate to among the device all is the same with prior art or can adopt prior art to realize, the utility model discloses can make constructor dismantle or install the bottom plate fast, and operation process is simple convenient, labour saving and time saving, very big improvement constructor's work efficiency, and can adjust spacing slide according to the size of bottom plate for different bottom plates all can be installed in steel bar truss's bottom.

Drawings

FIG. 1 is a schematic side view of the present invention;

FIG. 2 is a schematic view of the three-dimensional structure of the triangular web member reinforcing steel bar of the present invention;

FIG. 3 is a schematic top view of the slide connecting clip of the present invention;

fig. 4 is a front view structure diagram of the slide connecting clip of the present invention.

In the figure: 1. triangular web member reinforcing steel bars; 2. a steel bar limiting clamp; 3. a first lead screw; 4. a slideway connecting clamp; 5. a groove; 6. a second lead screw; 7. a limiting slide way; 8. a base plate; 9. locking the fixture block; 10. vertical steel bars of the support; 11. fastening a screw rod; 12. a lower chord steel bar; 13. upper chord steel bars; 14. and supporting horizontal steel bars.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.

Referring to fig. 1-4, a steel bar truss floor support plate framework comprises a triangular web member steel bar 1, two sides of the triangular web member steel bar 1 are respectively provided with a steel bar limiting clamp 2, the bottom of the triangular web member steel bar 1 is provided with a slideway connecting clamp 4, the top and the bottom of the slideway connecting clamp 4 are respectively provided with two grooves 5, one of the grooves 5 is fixedly connected with a first guide screw 3, the steel bar limiting clamp 2 can slide on the first guide screw 3, the slideway connecting clamp 4 can be fixed at the bottom of the triangular web member steel bar 1 after being fixed according to the width of the triangular web member steel bar 1, the other groove 5 is fixedly connected with a second guide screw 6, the steel bar limiting clamp 2 is sleeved on the outer surface of the first guide screw 3, the outer surface of the second guide screw 6 is sleeved with a limiting slideway 7, the limiting slideway 7 can slide on the second guide screw 6, the limiting slide way 7 is internally provided with a bottom plate 8, the limiting slide way 7 can be adjusted according to the size of the prefabricated bottom plate 8, a constructor can conveniently install or disassemble the limiting slide way, one side of the steel bar limiting clamp 2 is provided with a locking clamping block 9, the locking clamping block 9 is in threaded connection with the first guide screw 3, the steel bar limiting clamp 2 can be limited by screwing the locking clamping block 9, the steel bar limiting clamp 2 is prevented from sliding on the first guide screw 3, one side of the steel bar limiting clamp 2 is inserted with a fastening screw 11, the number of the steel bar limiting clamps 2 is a plurality, the plurality of steel bar limiting clamps 2 are fixedly connected with each other through the fastening screws 11, the steel bar limiting clamp 2 can clamp the triangular web member steel bar 1 through the fastening screws 11, the slide way connecting clamp 4 is prevented from falling from the triangular web member steel bar 1, the two sides of the triangular web member steel bar 1 are fixedly connected with lower chord steel bars 12, the top end of the triangular web member steel bar 1 is fixedly connected with an upper chord steel bar 13, two ends of the lower chord steel bar 12 are fixedly connected with support horizontal steel bars 14, the support horizontal steel bars 14 are fixedly connected with the upper chord steel bar 13 through support vertical steel bars 10, the number of the triangular web member steel bars 1 is five, and the five triangular web member steel bars 1 are arranged at the top of the slide way connecting clamp 4 in a rectangular array mode.

The utility model discloses in, through triangle web member reinforcing bar 1, reinforcing bar limit clamp 2, first lead screw 3, second lead screw 6, bottom plate 8 and spacing slide 7's cooperation is used, make constructor can dismantle or install bottom plate 8 fast, and operation process is simple convenient, time saving and labor saving, very big improvement constructor's work efficiency, through spacing slide 7, bottom plate 8, reinforcing bar limit clamp 2, slide joint clamp 4 and bottom plate 8's cooperation is used, constructor is when mounting plate 8, can adjust spacing slide 7 according to bottom plate 8's size, make different bottom plates 8 all install the bottom at steel bar truss, and overall connection intensity is higher, steel bar truss wholly does not receive destruction, holistic steadiness has been improved, avoid the emergence of incident.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. A steel bar truss floor support plate framework comprises triangular web member steel bars (1) and is characterized in that, two sides of the triangular web member steel bar (1) are respectively provided with a steel bar limiting clamp (2), the bottom of the triangular web member reinforcing steel bar (1) is provided with a slideway connecting clamp (4), the top and the bottom of the slideway connecting clamp (4) are both provided with two grooves (5), the number of the grooves (5) is two, wherein the inside of one groove (5) is fixedly connected with a first guide screw rod (3), the inside of the other groove (5) is fixedly connected with a second guide screw rod (6), the steel bar limiting clamp (2) is sleeved on the outer surface of the first guide screw (3), the outer surface of the second guide screw (6) is sleeved with a limiting slide way (7), and a bottom plate (8) is arranged inside the limiting slide way (7).

2. The steel bar truss floor deck framework as claimed in claim 1, wherein a locking block (9) is arranged on one side of the steel bar limiting clamp (2), and the locking block (9) is in threaded connection with the first guide screw (3).

3. The steel bar truss floor bearing plate framework as claimed in claim 1, wherein a plurality of fastening screws (11) are inserted into one side of the steel bar limiting clamps (2), and the plurality of steel bar limiting clamps (2) are fixedly connected with each other through the fastening screws (11).

4. The steel bar truss floor deck framework as claimed in claim 1, wherein lower chord steel bars (12) are fixedly connected to both sides of the triangular web member steel bars (1), and upper chord steel bars (13) are fixedly connected to the top ends of the triangular web member steel bars (1).

5. The steel bar truss floor deck framework as claimed in claim 4, wherein support horizontal steel bars (14) are fixedly connected to both ends of the lower chord steel bars (12), and the support horizontal steel bars (14) are fixedly connected with the upper chord steel bars (13) through support vertical steel bars (10).

6. A steel bar truss floor deck framework as claimed in claim 1, wherein the number of the triangular web members (1) is five, and five of the triangular web members (1) are arranged on the top of the runner connecting clip (4) in a rectangular array.