CN216766441U

CN216766441U - Detachable truss antidetonation building carrier plate structure

Info

Publication number: CN216766441U
Application number: CN202220479086.0U
Authority: CN
Inventors: 韩震
Original assignee: Byland Shandong Engineering Technology Co ltd
Current assignee: Byland Shandong Engineering Technology Co ltd
Priority date: 2022-03-07
Filing date: 2022-03-07
Publication date: 2022-06-17
Anticipated expiration: 2032-03-07

Abstract

The utility model provides a detachable truss anti-seismic floor deck structure which comprises a bottom plate, vertical plates, ejector rods, web members and a lower cross rod, wherein the vertical plates are fixedly arranged at two ends of the top of the bottom plate in a welding mode, in the embodiment, the ejector rod of the detachable anti-seismic truss deck plate structure is fixed between the vertical plates through the convex block, the clamping groove, the groove and the extrusion plate, so that the ejector rod is convenient to install and disassemble quickly, the arc top end of the web member is installed on the two sides of the fixed block and the ejector rod through the installation groove, so that the stability of the web member can be improved, the lower cross rod is convenient to install through the through hole, the pinhole and the pin, thereby carry on spacingly and fixed to the bottom of web member to can carry out fixed connection between a plurality of these structures through the through-hole on the fixed block, convenient operation can reduce the work load of this structure, improves the installation effectiveness of this structure, and the practicality is high.

Description

Detachable truss antidetonation building carrier plate structure

Technical Field

The utility model relates to the technical field of truss floor bearing plates, in particular to a detachable truss anti-seismic floor bearing plate structure.

Background

Truss antidetonation building carrier plate is through the reinforcing bar, the structure that has the support fixed action that the bottom plate welding formed, can make the arrangement of steel bar structure interval even, make concrete cover thickness unanimous, can improve the construction quality of floor, reduce steel reinforcement engineering volume, commonly used and steel construction factory building, the cement garage, in the building has just been connect just such as railway station, current truss antidetonation building carrier plate structural bonding accomplishes back formula mechanism as an organic whole, inconvenient dismantlement and installation, work load is great, the operation is inconvenient, and the junction welding is insecure, the solder joint drops easily, the practicality is lower.

Therefore, the utility model provides a detachable truss anti-seismic floor bearing plate structure.

SUMMERY OF THE UTILITY MODEL

Aiming at the defects in the prior art, the utility model aims to provide a detachable truss anti-seismic floor bearing plate structure to solve the problems in the background art, and the detachable truss anti-seismic floor bearing plate structure can be assembled and disassembled quickly, is convenient to operate, can improve the installation efficiency of the structure, and has high practicability.

In order to realize the purpose, the utility model is realized by the following technical scheme: the utility model provides a detachable truss antidetonation building carrier plate structure, includes bottom plate, riser, ejector pin, web member and sheer pole, the both ends at the top of bottom plate have the riser with welded mode fixed mounting, spacing spout has been seted up on the top of riser, screw movable mounting has adjusting bolt through the top of spacing spout, there is the stripper plate one end of adjusting bolt through axis of rotation movable mounting, the corresponding position department in spacing spout bottom is seted up flutedly, there is the fixed block at the top of ejector pin with welded mode equidistance fixed mounting, recess and stripper plate fixed mounting are passed through in the inside of riser at the both ends of web member, the through-hole has been seted up to the bottom symmetry of riser, the inside movable mounting of through-hole has the sheer pole.

In this embodiment, the mounting holes are symmetrically formed at two ends of the bottom plate.

In the embodiment, the two ends of the extrusion plate are fixedly provided with the sliding blocks, and the extrusion plate is slidably arranged in the limiting sliding grooves through the limiting sliding blocks.

In this embodiment, the bottom of stripper plate corresponds position department and sets up flutedly, the fixed lug that is provided with in bottom of recess, the draw-in groove has been seted up to the both ends correspondence position department of ejector pin, the ejector pin passes through draw-in groove and lug fixed mounting between the recess, the ejector pin passes through stripper plate fixed mounting between the riser, lug fixed mounting is in the inside of draw-in groove.

In this embodiment, the through-hole has been seted up on the top of fixed block, the quantity of fixed block is 6.

This embodiment, the top of web member and the shape of bottom are the arc, the quantity of web member is 2, web member fixed mounting is in the both sides of ejector pin.

This embodiment, the mounting groove has been seted up to the bilateral symmetry of the bottom of fixed block, the shape of mounting groove is "U" type, the inside at the mounting groove is installed on the top of web member.

This embodiment, the quantity of sheer pole is 2, the pinhole has been seted up to the both ends symmetry of sheer pole, the inside fixed mounting in pinhole has the pin, sheer pole fixed mounting is at the top of web member bottom.

The utility model has the beneficial effects that: the ejector rod of the detachable truss anti-seismic floor support plate structure is fixed between the vertical plates through the convex blocks, the clamping grooves, the grooves and the extrusion plates, so that the ejector rod can be conveniently and quickly mounted and dismounted, the arc top ends of the web members are mounted on two sides of the fixed block and the ejector rod through the mounting grooves, the stability of the web members can be improved, the lower cross rods can be conveniently mounted through the through holes, the pin holes and the pins, the bottom ends of the web members are limited and fixed, the structures can be fixedly connected through the through holes in the fixed block, the operation is convenient, the workload of the structures can be reduced, the mounting efficiency of the structures is improved, and the practicability is high.

Drawings

FIG. 1 is a structural diagram of a detachable truss anti-seismic floor deck according to the present invention;

FIG. 2 is an enlarged view of the A part in the structure diagram 1 of a detachable truss anti-seismic floor deck of the present invention;

FIG. 3 is a sectional view of a detachable truss anti-seismic floor deck structure according to the present invention;

FIG. 4 is an enlarged view of the position B in the structure diagram 2 of a detachable truss anti-seismic floor deck of the present invention;

FIG. 5 is a diagram of a fixing block of a detachable truss anti-seismic floor deck structure according to the present invention;

in the figure: 1. a base plate; 2. a vertical plate; 3. adjusting the bolt; 4. a top rod; 5. a fixed block; 6. a web member; 7. mounting holes; 8. a limiting chute; 9. a pressing plate; 10. a lower cross bar; 11. a bump; 12. a card slot; 13. a through hole; 14. and (4) mounting the groove.

Detailed Description

In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the utility model easy to understand, the utility model is further described with the specific embodiments.

Referring to fig. 1 to 5, the present invention provides a technical solution: a detachable truss anti-seismic floor support plate structure comprises a bottom plate 1, a vertical plate 2, a top rod 4, web members 6 and a bottom cross rod 10, wherein the vertical plate 2 is fixedly installed at two ends of the top of the bottom plate 1 in a welding mode, a limiting sliding groove 8 is formed in the top end of the vertical plate 2, an adjusting bolt 3 is movably installed at the top of the limiting sliding groove 8 through a screw hole, an extrusion plate 9 is movably installed at one end of the adjusting bolt 3 through a rotating shaft, a groove is formed in a position corresponding to the bottom of the limiting sliding groove 8, fixing blocks 5 are fixedly installed at the top of the top rod 4 in a welding mode in an equidistant mode, two ends of the web members 6 are fixedly installed inside the vertical plate 2 through the groove and the extrusion plate 9, through holes 13 are symmetrically formed in the bottom end of the vertical plate 2, the bottom cross rod 10 is movably installed inside the through holes 13, the adjusting bolt 3 is reversely rotated, the adjusting bolt 3 drives the extrusion plate 9 to slide and rise inside the limiting sliding groove 8, install the bottom at stripper plate 9 and the inside of recess respectively with the both ends of ejector pin 2, install the both sides at ejector pin 4 respectively at the both ends of two web members 6, install the inside at mounting groove 14 on the arc top of web member 6, positive rotation adjusting bolt 3, adjusting bolt 3 drives stripper plate 9 and fixes ejector pin 4 and web member 6, stripper plate 9 drives lug 11 and blocks it into the inside of draw-in groove 12, pass bottom end rail 10 through-hole 13 and transversely put the top in the bottom of web member 6 and fix it, fix bottom end rail 10 through pin and pinhole, accomplish the equipment work of this structure, and is simple in operation, and the practicality is high.

In this embodiment, mounting holes 7 have been seted up to the both ends symmetry of bottom plate 1, conveniently fix bottom plate 1 through mounting holes 7 to fix this structure.

This embodiment, the both ends fixed mounting of stripper plate 9 has the slider, stripper plate 9 passes through spacing slider slidable mounting in spacing spout 8's inside, carries on spacingly through spacing slider to stripper plate 9, conveniently carries out lift adjustment to stripper plate 9 to fix the both ends of ejector pin 4 and web member 6.

This embodiment, the bottom of stripper plate 9 corresponds position department and sets up flutedly, the fixed lug 11 that is provided with in bottom of recess, draw-in groove 12 has been seted up to the both ends correspondence position department of ejector pin 4, ejector pin 4 passes through draw-in groove 12 and lug 11 fixed mounting between the recess, ejector pin 4 passes through stripper plate 9 fixed mounting between riser 2, lug 11 fixed mounting is in the inside of draw-in groove 12, conveniently installs ejector pin 4 through lug 11 and draw-in groove 12 to fix convenient operation ejector pin 4.

In this embodiment, through-hole 13 has been seted up on the top of fixed block 5, the quantity of fixed block 5 is 6, can connect and fix a plurality of these mechanisms through-hole 13, improves the stability of this structure.

This embodiment, the top of web member 6 and the shape of bottom are the arc, the quantity of web member 6 is 2, 6 fixed mounting of web member can increase the support to ejector pin 4, convenient to use in the both sides of ejector pin 4 through web member 6.

In this embodiment, mounting groove 14 has been seted up to the bilateral symmetry of the bottom of fixed block 5, the shape of mounting groove 14 is "U" type, the top of web member 6 is installed in the inside of mounting groove 14, increases the stability of web member 6 through mounting groove 14, reduces the work load of web member 6 installation.

This embodiment, the quantity of sheer pole 10 is 2, the pinhole has been seted up to the both ends symmetry of sheer pole 10, the inside fixed mounting of pinhole has the pin, sheer pole 10 fixed mounting is at the top of 6 bottoms of web member, conveniently installs and fixes sheer pole 10, and the convenience is fixed web member 6.

When using this detachable truss antidetonation building carrier plate structure, can be through lug 11, draw-in groove 12, recess and stripper plate 9 are with the quick fixed mounting of ejector pin 4 between riser 2, the arc top of abdomen 6 pole is passed through mounting groove 14 and is installed in the both sides of fixed block 5 and ejector pin 4, can improve the stability of web member 6, conveniently install web member 6 fast, through-hole 13, pinhole and pin are conveniently installed sheer pole 10, carry on spacingly and fixedly through sheer pole 10 to the bottom of web member 6, the internally mounted sheer pole 10 of through-hole 13 on fixed block 5 can carry out fixed connection between a plurality of this structures, high durability and convenient operation, can reduce the work load of this structure, improve the installation and the dismantlement efficiency of this structure, high practicability.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. A detachable truss anti-seismic floor support plate structure comprises a bottom plate (1), a vertical plate (2), ejector rods (4), web members (6) and a bottom cross rod (10), and is characterized in that the vertical plate (2) is fixedly mounted at two ends of the top of the bottom plate (1) in a welding mode, a limiting sliding groove (8) is formed in the top end of the vertical plate (2), an adjusting bolt (3) is movably mounted at the top of the limiting sliding groove (8) through a screw hole, an extrusion plate (9) is movably mounted at one end of the adjusting bolt (3) through a rotating shaft, a groove is formed in a position corresponding to the bottom of the limiting sliding groove (8), fixing blocks (5) are fixedly mounted at the top of the ejector rods (4) in a welding mode at equal intervals, two ends of the web members (6) are fixedly mounted in the vertical plate (2) through the grooves and the extrusion plate (9), and through holes (13) are symmetrically formed in the bottom end of the vertical plate (2), the inside of the through hole (13) is movably provided with a lower cross rod (10).

2. The detachable truss earthquake-resistant floor deck structure as claimed in claim 1, wherein: mounting holes (7) are symmetrically formed in two ends of the bottom plate (1).

3. The detachable truss earthquake-resistant floor deck structure as claimed in claim 1, wherein: the two ends of the extrusion plate (9) are fixedly provided with sliding blocks, and the extrusion plate (9) is slidably arranged in the limiting sliding groove (8) through the limiting sliding blocks.

4. The detachable truss earthquake-resistant floor deck structure as claimed in claim 1, wherein: the bottom of stripper plate (9) corresponds position department and sets up flutedly, the bottom of recess is fixed and is provided with lug (11), draw-in groove (12) have been seted up to the both ends of ejector pin (4) correspond position department, ejector pin (4) are through draw-in groove (12) and lug (11) fixed mounting between the recess, ejector pin (4) are through stripper plate (9) fixed mounting between riser (2), lug (11) fixed mounting is in the inside of draw-in groove (12).

5. The detachable truss earthquake-resistant floor deck structure as claimed in claim 1, wherein: through-hole (13) have been seted up on the top of fixed block (5), the quantity of fixed block (5) is 6.

6. The detachable truss earthquake-resistant floor deck structure as claimed in claim 1, wherein: the shape of the top end and the bottom end of the web member (6) is arc-shaped, the number of the web members (6) is 2, and the web members (6) are fixedly arranged on two sides of the ejector rod (4).

7. The detachable truss earthquake-resistant floor deck structure as claimed in claim 1, wherein: mounting groove (14) have been seted up to the bilateral symmetry of the bottom of fixed block (5), the shape of mounting groove (14) is "U" type, the inside at mounting groove (14) is installed on the top of web member (6).

8. The detachable truss earthquake-resistant floor deck structure as claimed in claim 1, wherein: the quantity of sheer pole (10) is 2, the pinhole has been seted up to the both ends symmetry of sheer pole (10), the inside fixed mounting in pinhole has the pin, sheer pole (10) fixed mounting is at the top of web member (6) bottom.