CN217924863U

CN217924863U - Small-size beam template support system of dish knot formula scaffold frame

Info

Publication number: CN217924863U
Application number: CN202221568429.7U
Authority: CN
Inventors: 任帅; 王利明; 黄惠敏
Original assignee: China Construction Second Engineering Bureau Co Ltd
Current assignee: China Construction Second Engineering Bureau Co Ltd
Priority date: 2022-06-22
Filing date: 2022-06-22
Publication date: 2022-11-29
Anticipated expiration: 2032-06-22

Abstract

The utility model provides a small-size beam formwork support system of dish knot formula scaffold, which comprises a beam, the setting is in the pole setting of roof beam both sides, the template of setting in the roof beam below, and support the bearing structure in the template below, bearing structure includes two clamping and dress at two pole settings of roof beam both sides channel-section that punches on two pole settings, two support components of setting on the channel-section that punches, and the horizon bar of connecting between two support components, the bolt hole has all been seted up at two channel-section both ends that punch, two channel-section clamps that punch are on two pole settings of roof beam both sides, two support components are axial symmetry with the roof beam cross-section central line and set up on two channel-sections that punch, support component includes Liang Detuo, fix the auxiliary rod on the beam foot rest, fix the adapter sleeve in the auxiliary rod bottom, and set up the adjustable bracket in the auxiliary rod upper end, the beam foot rest card is on two channel-section clamps that punch, the auxiliary rod passes through adapter sleeve to be fixed on Liang Detuo, the beam formwork in-process has been avoided setting up independent support, construction cost is practiced thrift.

Description

Small-size beam template support system of dish knot formula scaffold frame

Technical Field

The utility model relates to a formwork support technical field especially relates to a small-size beam formwork support system of dish knot formula scaffold frame.

Background

In recent years, with the development of building construction technology, various forms of scaffold are applied to building construction, and the disc buckle type scaffold is widely popularized due to the characteristics of simple and convenient use, high bearing capacity, good reliability and the like; but in the design of scaffold frame is detained to dish in general building field, the scaffold frame is detained to dish violently, the longitudinal distance design is generally great, still receive construction cost simultaneously, the frame horizontal pole modulus scheduling problem is detained to the dish, often appear the dish and detain a structural beam formwork design problem, the beam bottom formwork often needs the full hall to prop up and establish, thereby extravagant manpower and materials, reduce the efficiency of construction, increase the engineering time, and stability is relatively poor, prop up in-process the above problem of establishing the in-process appearance in order to solve at the scaffold frame beam form of dish knot, a reliable and simple and convenient beam form of construction props up and establishes the system is disclosed.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a small-size roof beam template support system of dish knot formula scaffold frame will solve the technical problem who exists among the above-mentioned background art.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides a small-size roof beam formwork support system of dish knot formula scaffold, includes the roof beam, sets up the pole setting in the roof beam both sides, sets up the template in the roof beam below to and support the bearing structure in the template below, bearing structure includes two clamping and connects the channel-section steel that punches on two pole settings in roof beam both sides, sets up two support component on the channel-section steel that punches to and connect the horizon bar between two support component, two the bolt hole has all been seted up at the channel-section steel both ends of punching, two the channel-section steel clamp that punches is on two pole settings in roof beam both sides, two the support component is axial symmetry with the roof beam cross-section central line and sets up on two channel-section steels that punch, support component includes Liang Detuo, fixes the auxiliary rod on the beam bottom holds in the palm, fixes the connecting sleeve in the auxiliary rod bottom to and set up the adjustable bracket in auxiliary rod upper end, the beam bottom holds in the card on two channel-section steels that punch, the auxiliary rod passes through connecting sleeve and fixes on Liang Detuo.

Furthermore, the Liang Detuo is of an inverted T-shaped structure and comprises a vertical portion and a v-20866a sectional bottom plate and a v-20866a groove width of the sectional bottom plate is matched with widths of two punching channel steel, and the Liang Detuo is clamped on the two punching channel steel through the v-20866a groove width of the sectional bottom plate.

Furthermore, the two upright posts are symmetrically arranged on two sides of the beam, the upright posts are provided with first connecting discs, and the two punching channel steel are arranged above the first connecting discs.

Furthermore, the connecting sleeve is provided with a bolt hole, and the connecting sleeve is sleeved on the Liang Detuo and is pressed and fixed through a bolt.

Furthermore, the auxiliary rod is of a hollow tubular structure, the inner diameter of the auxiliary rod is matched with the outer diameter of the bottom end of the adjustable support, and the bottom end of the adjustable support is inserted into the auxiliary rod.

Furthermore, a second connecting disc is arranged on the auxiliary rod, bolts are arranged at two ends of the horizontal rod, and two ends of the horizontal rod are connected between the two auxiliary rods and fixed through the bolts.

Furthermore, the length of the adjustable support inserted into the auxiliary rod is not less than 150mm.

Furthermore, an adjusting handle is arranged on the adjustable support.

Compared with the prior art the utility model has the following characteristics and beneficial effect:

the utility model discloses a will punch the channel-section steel clamp and locate the pole setting of roof beam both sides, effectively utilize the bearing capacity of both sides pole setting, avoided setting up independent support in the roof beam formwork process, reduce man-hour, shorten construction operation cycle, reduce the construction material, be favorable to practicing thrift construction cost; the utility model discloses an utilize first flange, bolt to make two channel-section steels that punch fix in the pole setting of roof beam both sides, there is the second connection pad at the auxiliary rod middle part, adopt the horizon bar to connect between two auxiliary rods, guarantee reliable and stable, compare with traditional template support system in addition, the utility model discloses be equipped with auxiliary rod and horizon bar, solved the trabecula and supported the problem of the beam bottom free end overlength that often appears when establishing at the channel-section steel template, have characteristics such as safety, be suitable for, have fine popularization and practical value, can produce good economic benefits after extensive popularization and application.

Drawings

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

FIG. 2 is a perspective view of the supporting structure of the present invention;

FIG. 3 is a front view of the supporting structure of the present invention;

fig. 4 is an assembly view of the support structure of the present invention.

Reference numerals: 1. a beam; 2. erecting a rod; 3. a template; 4. a support structure; 401. punching channel steel; 402. a support member; 4021. liang Detuo; 4022. an auxiliary lever; 4023. connecting a sleeve; 403. an adjustable support; 5. a horizontal bar; 6. a first splice tray; 7. a second connecting disc; 8. a bolt; 9. and adjusting the handle.

Detailed Description

In order to make the technical means, innovative features, objectives and functions realized by the present invention easy to understand, the present invention will be further described below.

The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.

The utility model discloses a small-size roof beam formwork support system of dish knot formula scaffold frame, as shown in figure 1 and figure 2, including roof beam 1, set up in the pole setting 2 of 1 both sides of roof beam, set up in the template 3 of 1 below of roof beam to and support at the bearing structure 4 of 3 below of template.

Two pole settings 2 symmetry are propped up in roof beam 1 both sides, and pole setting 2 should be enough supporting structure 4 to prop up with roof beam 1's horizontal distance and establish, are equipped with first connecting disc 6 in the pole setting 2, and supporting structure 4 includes two clamping and connects the channel-section steel 401 that punches on two pole settings 2 in roof beam 1 both sides, sets up two support component 402 on the channel-section steel 401 that punches to and connect the horizon bar 5 between two support component 402.

As shown in fig. 2 and 4, two ends of two punching channel steels 401 are both provided with bolt holes, the two punching channel steels 401 are placed on a first connecting disc 6, the back parts of the two punching channel steels are oppositely clamped on two upright posts 2 at two sides of a beam 1, the notches of the two punching channel steels 401 are outward, two ends of the two punching channel steels 401 are fastened through bolts to prevent the two punching channel steels 401 and the upright posts 2 from sliding relatively, two supporting parts 402 are arranged on the two punching channel steels 401 in axial symmetry with the central line of the section of the beam 1, each supporting part 402 comprises a beam bottom bracket 4021, an auxiliary rod 4022 fixed on Liang Detuo 4021, a connecting sleeve 4023 fixed at the bottom end of the auxiliary rod 4022, and an adjustable support 403 arranged at the upper end of the auxiliary rod 4022, the beam bottom bracket 4021 is of an inverted T-shaped structure and comprises a vertical part and a v-6666a shaped bottom plate, wherein the groove width of the v-20866, the groove width of the bottom plate is matched with the width of the two punching channel steels 401, the beam bottom support 4021 is clamped on two punched channel steel 401 through a 20866a template bottom plate, so that the relative slippage and dislocation of the beam bottom support 4021 and the punched channel steel 401 are prevented, an auxiliary rod 4022 is fixed at the vertical part of the beam bottom support 4021 through a connecting sleeve 4023, a bolt hole is formed in the connecting sleeve 4023, the connecting sleeve 4023 is sleeved on Liang Detuo 4021 and is compressed and fixed through a bolt, the auxiliary rod 4022 is of a hollow tubular structure, the inner diameter of the auxiliary rod 4022 is matched with the outer diameter of the bottom end of an adjustable support 403, the bottom end of the adjustable support 403 is inserted into the auxiliary rod 4022, the length of the adjustable support 403 inserted into the auxiliary rod 4022 is not less than 150mm, the adjustable support 403 is of an adjustable screw rod structure, an adjusting handle 9 is arranged on the adjustable support 403, the length of the adjustable support 403 is conveniently adjusted by rotating the adjusting handle 9, and the adjustable support 403 is supported below a template 3 below the beam 1.

As shown in fig. 2 and 3, the auxiliary rods 4022 are provided with second connecting plates 7, two ends of the horizontal rod 5 are provided with bolts 8, two ends of the horizontal rod 5 are connected between the two auxiliary rods 4022 and fixed by the bolts 8, the materials of the plate buckling frames are all B-type standard types, and the beam 1 formwork 3 support system is suitable for a formwork 3 support system adopting a B-type standard type plate buckling scaffold.

During the use, prop pole setting 2 according to the construction plan and support in 1 both sides of roof beam, place two channel-section steels 401 that punch on first flange 6, the back is pressed from both sides relatively on two pole setting 2 in 1 both sides of roof beam, two channel-section steels 401 notches that punch outwards, two channel-section steels 401 both ends of punching pass through the bolt fastening, two support component 402 are axial symmetry with roof beam 1 cross-section central line and set up on two channel-section steels 401 that punch, horizon bar 5 connects between two support component 402, 20866of roof beam end support 4021, the type bottom plate card is on two channel-section steels 401 that punch, adjustable brace 403 supports in the template 3 below of roof beam 1 below, make adjustable brace support in the template 3 below of roof beam 1 below.

The utility model discloses a will punch the channel-section steel clamp and locate the pole setting of roof beam both sides on, effectively utilize the bearing capacity of both sides pole setting, avoided the roof beam formwork in-process to set up independent support, reduce man-hour, shorten construction operation cycle, reduce the construction material, be favorable to practicing thrift construction cost; the utility model discloses an utilize first flange, bolt to make two channel-section steels that punch fix in the pole setting of roof beam both sides, there is the second connection pad at the auxiliary rod middle part, adopts the horizon bar to connect between two auxiliary rods, guarantees reliable and stable, compares with traditional template support system in addition, the utility model discloses be equipped with auxiliary rod and horizon bar, solved the trabecula and supported the problem of the beam bottom free end overlength that often appears when establishing adopting the channel-section steel template.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present specification describes embodiments, not every embodiment includes only a single embodiment, and such description is for clarity purposes only, and it is to be understood that all embodiments may be combined as appropriate by one of ordinary skill in the art to form other embodiments as will be apparent to those of skill in the art from the description herein.

Claims

1. The utility model provides a small-size roof beam formwork support system of dish knot formula scaffold frame, includes roof beam (1), sets up pole setting (2) in roof beam (1) both sides, sets up template (3) in roof beam (1) below to and support bearing structure (4) in template (3) below, its characterized in that: the supporting structure (4) comprises two punching channel steels (401) clamped on two vertical rods (2) on two sides of a beam (1), two supporting parts (402) arranged on the punching channel steels (401), and a horizontal rod (5) connected between the two supporting parts (402), wherein bolt holes are formed in two ends of the two punching channel steels (401), the two punching channel steels (401) are clamped on the two vertical rods (2) on two sides of the beam (1), two ends of the two punching channel steels (401) are fastened through bolts, the two supporting parts (402) are arranged on the two punching channel steels (401) in an axial symmetry mode by using a cross section center line of the beam (1), each supporting part (402) comprises Liang Detuo (4021), an auxiliary rod (4022) fixed on Liang Detuo (4021), a connecting sleeve (4023) fixed at the bottom end of the auxiliary rod (4022), and an adjustable support brace (403) arranged at the upper end of the auxiliary rod (4022), the Liang Detuo (4021) is clamped on the two vertical rods (4021), and the auxiliary rod (4023) is fixed on the two punching channel steels (3425) through the connecting sleeve (3425).

2. The coil-buckled scaffold small-sized beam formwork support system according to claim 1, wherein: the Liang Detuo (4021) is of an inverted T-shaped structure and comprises a vertical portion and a v 20866a sectional bottom plate, wherein the groove width of the sectional bottom plate is matched with the widths of two punching channel steel (401), and the Liang Detuo (4021) is clamped on the two punching channel steel (401) through the v 20866.

3. The coil-buckled scaffold small-sized beam formwork support system according to claim 1, wherein: two pole setting (2) symmetry is propped up and is established in roof beam (1) both sides, be equipped with first flange (6) on pole setting (2), two channel-section steel (401) that punch set up in first flange (6) top.

4. The coil-buckled scaffold small-sized beam formwork support system according to claim 2, wherein: the connecting sleeve (4023) is provided with a bolt hole, and the connecting sleeve (4023) is sleeved on Liang Detuo (4021) and is pressed and fixed through a bolt.

5. The coil scaffold small beam formwork support system according to claim 1, wherein: the auxiliary rod (4022) is of a hollow tubular structure, the inner diameter of the auxiliary rod (4022) is matched with the outer diameter of the bottom end of the adjustable support (403), and the bottom end of the adjustable support (403) is inserted into the auxiliary rod (4022).

6. The coil scaffold small beam formwork support system according to claim 1, wherein: be equipped with second connection pad (7) on auxiliary rod (4022), horizon bar (5) both ends are equipped with bolt (8), horizon bar (5) both ends are connected and are fixed through bolt (8) between two auxiliary rod (4022).

7. The coil-buckled scaffold small-sized beam formwork support system according to claim 1, wherein: the length of the adjustable support (403) inserted into the auxiliary rod (4022) is not less than 150mm.

8. The template support system for the small beam of the coil scaffold according to any one of claims 1~7, wherein: an adjusting handle (9) is arranged on the adjustable supporting support (403).