CN211899277U

CN211899277U - Building steel reinforcement framework supporting device

Info

Publication number: CN211899277U
Application number: CN202020217141.XU
Authority: CN
Inventors: 曹爱霞; 王桃林
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-02-27
Filing date: 2020-02-27
Publication date: 2020-11-10
Anticipated expiration: 2030-02-27

Abstract

The utility model relates to a building construction equipment field, concretely relates to construction steel reinforcement framework strutting arrangement. Including the vertical branch that two symmetries set up, the branch lower extreme all is fixed with the cement cushion, vertical spout has all been seted up on one side upper portion that two branches carried on the back mutually, it is provided with the slider to all slide in the spout, the slider is served and is fixed with the voussoir dorsad branch, two branch upper ends all are seted up flutedly, horizontal sleeve pipe is located the recess, be fixed with on the sleeve pipe in the branch outside and keep off the ring, keep off the ring and contact rather than the branch of one side, the intraductal lead screw that is provided with of cover, the lead screw runs through the sleeve pipe, the lead. The utility model discloses, can effectually prevent to appear pouring the shaping back framework of steel reinforcement hourglass condition, can support the framework of steel reinforcement bottom, can carry out effectual stability and spacing to framework of steel reinforcement's middle part and upper portion, can make framework of steel reinforcement be in the setting position in the space that the template constitutes.

Description

Building steel reinforcement framework supporting device

Technical Field

The utility model relates to a building construction equipment field, concretely relates to construction steel reinforcement framework strutting arrangement.

Background

In the process of pouring of grade beam, framework of steel reinforcement is located the space that the template constitutes, no matter be the inside equipment that carries out framework of steel reinforcement of above-mentioned space put the mode in above-mentioned space again after prefabricating framework of steel reinforcement earlier, certain slope distortion can all appear in framework of steel reinforcement, framework of steel reinforcement can not be in the inside settlement position of grade beam after pouring, consequently, the wholeness and the shock resistance of grade beam can receive the influence, when framework of steel reinforcement is not stable when setting for the position, framework of steel reinforcement outward leakage's the condition still can appear, thereby lead to subsequent restoration work volume great, increase construction cost and construction progress.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the technical problem that a simple structure, convenient to use, building steel reinforcement framework strutting arrangement that stability can be good.

In order to realize the purpose, the utility model provides a technical scheme is:

the utility model provides a building steel reinforcement framework strutting arrangement, vertical branch including two symmetry settings, the branch lower extreme all is fixed with the cement cushion, vertical spout has all been seted up on one side upper portion that two branches carried on the back mutually, it is provided with the slider to all slide in the spout, the slider is served to one of branch dorsad and is fixed with the voussoir, two branch upper ends all are seted up flutedly, horizontal sleeve pipe is located the recess, be fixed with on the sleeve pipe in the branch outside and keep off the ring, keep off the ring rather than the branch contact of one side, the intraductal lead screw that is provided with of cover, the lead screw runs through the sleeve pipe, the.

Specifically, a fixing rod is fixed at the lower end of the supporting rod, and the cement cushion block is connected with the lower end of the supporting rod and the fixing rod at the lower end of the supporting rod in a pouring mode.

Specifically, the inclined plane of the wedge block is back to the supporting rod, and the lower end of the inclined plane of the wedge block inclines towards the inner direction of the steel reinforcement framework.

Specifically, both ends of the screw rod are in threaded connection with nuts.

Specifically, the slide block and the wedge block are both cement blocks.

Compared with the prior art, the beneficial effects of the utility model are that:

the utility model discloses, simple structure, convenient operation, labour saving and time saving can improve work efficiency, can effectually prevent to appear pouring the shaping back framework of steel reinforcement hourglass condition, can support the framework of steel reinforcement bottom, can carry out effectual stability and spacing to framework of steel reinforcement's middle part and upper portion, can make framework of steel reinforcement be located the setting position in the space that the template constitutes, the effectual wholeness and the shock resistance of pouring the building of having guaranteed.

Drawings

Fig. 1 is the utility model discloses structure schematic diagram when stabilizing framework of steel reinforcement.

Fig. 2 is a schematic structural diagram of the present invention.

Detailed Description

As shown in figure 1, the supporting device for the construction steel bar framework comprises two vertical supporting rods 5 which are symmetrically arranged, cement cushion blocks 4 are fixed at the lower ends of the supporting rods 5, vertical sliding grooves 8 are respectively arranged at the upper parts of the opposite sides of the two supporting rods 5, sliding blocks 9 are respectively arranged in the sliding grooves 8 in a sliding manner, wedge blocks 10 are fixed at one ends of the sliding blocks 9, which are opposite to the supporting rods 5, slider 9 and voussoir 10 are the cement piece, the inclined plane of voussoir 10 is branch 5 dorsad, and the inclined plane lower extreme of voussoir 10 inclines to the inside direction of framework of steel reinforcement 2, and two 5 upper ends of branch are all seted up flutedly 11, and horizontal sleeve pipe 7 is located flutedly 11, is fixed with on the sleeve pipe 7 in the branch 5 outside and keeps off ring 12, keeps off ring 12 and the branch 5 contact of one side thereof, is provided with lead screw 13 in the sleeve pipe 7, and lead screw 13 runs through sleeve pipe 7, and lead screw 13 both ends all are equipped with mountain-shaped card 14, the equal threaded connection in lead screw 13 both ends has nut 15.

The lower end of the supporting rod 5 is fixed with a fixing rod 6, the lower end of the supporting rod 5 is connected with the lower end of the supporting rod 5 and the fixing rod 6 at the lower end of the supporting rod 5 in a pouring mode, the lower end of the supporting rod 5 is placed into a mold and is stable during pouring, then cement is poured into the mold, demolding is carried out after the cement is solidified, the cement is solidified in the mold to form the cement cushion block 4, and the cement cushion block 4 is connected with the lower end of the supporting rod 5 in a pouring mode.

Before the reinforcing cage 2 is placed in a space formed by the templates 1, a plurality of reinforcing cage supporting devices are arranged in the space along the length direction of the space, then a screw 13 is drawn out from a sleeve 7, a slide block 9 is taken out from a chute 8, the sleeve 7 is separated from a support rod 5, then the reinforcing cage 2 is hoisted in the space or the reinforcing cage 2 is assembled and bundled in the space, a cement cushion block 4 at the lower end of the support rod 5 can support the bottom of the reinforcing cage 2, the slide block 9 is arranged in the chute 8 of the support rod 5 in a sliding way, then the slide block 9 descends in the chute 8, a wedge block 10 is tightly abutted against the templates 1 parallel to the length direction of the reinforcing cage 2, the middle part of the reinforcing cage 2 is limited, when the reinforcing cage 2 is placed or assembled and bundled, the support rod 5 can be moved, so that the support rod 5 corresponds to an outer sleeve ring on the reinforcing cage 2, when the wedge block 10 and the slide block 9 are used for limiting the middle part of the steel reinforcement framework 2, the steel reinforcement framework 2 can be integrally pushed, the support rod 5 can be prevented from only acting on a main rib and a waist rib of the steel reinforcement framework 2 to cause the steel reinforcement framework 2 to find deformation, the sleeve 7 is placed in the groove 11 at the upper end of the support rod 5, the length of the sleeve 7 can be set according to the distance between the two templates 1 parallel to the length direction of the steel reinforcement framework 2, after the sleeve 7 is placed in the groove 11 of the support rod 5, the two ends of the sleeve 7 can tightly abut against the templates 1 at the two sides, further a certain supporting effect is exerted on the templates 1, the baffle ring 12 on the sleeve 7 can limit the upper end of the support rod 5, further limit the upper end of the steel reinforcement framework 2, the lead screw 13 penetrates through the two templates 1 parallel to the length direction of the steel reinforcement framework 2, rib plates 3 are fixed on the templates 1 at the two sides of the lead screw 13, the lead screw 13 penetrates through the, after the nut 15 is screwed down, the rib plate 3 is tightly clamped by the mountain-shaped clamp 14, and then the reinforcing steel bar framework 2 and the template 1 are stably limited.

The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.

Claims

1. The utility model provides a building steel reinforcement framework strutting arrangement, vertical branch (5) including two symmetry settings, a serial communication port, branch (5) lower extreme all is fixed with cement cushion (4), vertical spout (8) have all been seted up on one side upper portion that two branch (5) carried on the back mutually, it is provided with slider (9) all to slide in spout (8), slider (9) are fixed with voussoir (10) in one of branch (5) dorsad, recess (11) all are seted up to two branch (5) upper end, horizontal sleeve pipe (7) are located recess (11), be fixed with on sleeve pipe (7) in the branch (5) outside and keep off ring (12), keep off ring (12) and branch (5) contact of one side thereof, be provided with lead screw (13) in sleeve pipe (7), lead screw (13) run through sleeve pipe (7), lead screw (13) both ends all overlap and are equipped with chevron card (14).

2. The construction steel reinforcement framework supporting device as claimed in claim 1, wherein a fixing rod (6) is fixed at the lower end of the supporting rod (5), and the cement cushion block (4) is connected with the lower end of the supporting rod (5) and the fixing rod (6) at the lower end of the supporting rod (5) in a pouring manner.

3. A construction rebar skeleton support device according to claim 1, wherein the inclined surface of the wedge (10) faces away from the support rod (5), and the lower end of the inclined surface of the wedge (10) is inclined towards the inside of the rebar skeleton (2).

4. A construction steel reinforcement cage supporting device according to claim 1, characterized in that nuts (15) are screwed to both ends of the screw rod (13).

5. A construction steel reinforcement cage support device according to claim 1, characterized in that the slide (9) and wedge (10) are both blocks of cement.