CN209412684U - A kind of full framing supporting aqueduct body - Google Patents

Abstract

The utility model provides a kind of full framing for supporting aqueduct body, including support body, multiple support pads and multiple supporting bases, supporting base is embedded in immediately below aqueduct body within ground, support pads are laid in supporting base or more, support body is erected on support pads or more, support body is to be connected binding by a plurality of upright bar arranged along vertical direction, a plurality of cross bar along aqueduct body width direction arrangement using fastener or iron wire with a plurality of vertical pole along aqueduct body length direction arrangement and built, and support body overall height is less than 12m.Using the technical solution of the utility model, by the way that multilayer bed course is respectively set within support body ground below and more than ground, improve the support conditions of surface soil, keep the structure of full framing more stable and reliable, safety is improved, in addition, by covering safety net in support body circumferential lateral surface, it prevents rubble, sundries from passing into others' hands, avoids impacting the structural stability of support body.

Description

A kind of full framing supporting aqueduct body

Technical field

The utility model relates to construction equipment technology fields, particularly relate to a kind of Man Tangzhi for supporting aqueduct body Frame.

Background technique

It constructs in construction frequently with full hall frame construction method, full hall scaffold is also referred to as all round victory scaffold, A kind of construction technology for building scaffold, be works construction before, in order to construction safety and construction go on smoothly, according to Design Requirement Drawing size in the laterally longitudinal of the lower section of construction part progress, horizontal direction and is hung down by calculating, basement process Histogram splices to the uniform equidistant installation of the steel pipe carried out with steel tube fastener support wind hawser etc., to bear to come from above mould Plate, structure itself, personnel, machinery weight comprehensive arch, construction before by precompressed, measurement meet the requirements after can make With.Full hall scaffold is mainly used in the engineering construction of all kinds of buildings such as single-storey factory building, exhibit halls, gymnasium, to repair For building aqueduct construction, the ground as locating for aqueduct is commonly flexibility soil, and bearing capacity is very poor, makees when sedimentation occurs for ground Used time often produces tremendous influence to the structural stability of full framing and bearing capacity, can also cause safe thing sometimes Therefore in the prior art, in order to keep full hall frame structure more firm, often in full hall frame bottom support pad plank or flitch when construction, but It is that this branch cushion device can only generally be used as temporary support device, full framing and ground is not connected as entirety, when encounters When holding the ground calculated, the bearing structure stability of full hall frame is still poor, still there is biggish security risk.

Utility model content

In order to solve the above technical problems, the utility model provides a kind of full framing for supporting aqueduct body.

The utility model is achieved by the following technical programs.

The utility model provides a kind of full framing for supporting aqueduct body, mainly includes support body, multiple support pads And multiple supporting bases, the supporting base are embedded in immediately below aqueduct body within ground, the support pads are laid in institute State supporting base or more, the support body is erected on the support pads or more, the support body be by it is a plurality of along vertical direction The upright bar of arrangement, it is a plurality of along aqueduct body width direction arrangement cross bar and it is a plurality of along aqueduct body length direction arrangement Vertical pole is built using fastener or iron wire connection binding, and the support body overall height is less than 12m.

The supporting base includes the sand gravel layer and concrete layer for stacking gradually making from bottom to top.

The sand gravel layer thickness is not less than 50cm.

The concrete layer thickness is not less than 15cm.

The concrete layer vertical cross-section is intermediate taper type high, surrounding is small.

The upright bar, cross bar and vertical pole are all made of steel pipe of the outer diameter by φ 48mm, wall thickness not less than 3.5mm and are made.

The support pads are made of cross dimension specification of the Chinese pine lumps of wood of 20mm × 20mm, and each support pads are laid On at least two supporting base.

The support body further includes a plurality of shearing strut using fastener or iron wire connection binding on the upright bar, often It is 45 ° to 60 ° that item, which shears strut relative to the inclination angle between ground,.

In a plurality of shearing strut, every shearing strut links together at least 5 upright bars.

The support body further includes hanging the peace being covered on the support body surrounding outer surface using iron wire binding The whole network.

The utility model has the beneficial effects that: using the technical solution of the utility model, on the ground of erect bracket body Within and ground on place mat multilayer bed course respectively, wherein the sand gravel layer and concrete layer to locate below ground level improve Surface soil is to the carrying condition of support body, and support pads more than ground reduce the pressure that support body acts on ground By force, so as to improve the bearing capacity of full framing, keep the structure of full framing more stable and reliable, safety is higher, in addition, Upright bar, cross bar and vertical pole in support body are all made of big outer diameter steel pipe and are made, and arrangement spacing is smaller, and bearing capacity is strong, and to branch Frame body circumferential lateral surface uses safety net covered protection, effectively prevent rubble, sundries to pass into others' hands, avoids the structural stability to support body It impacts.

Detailed description of the invention

Fig. 1 is the utility model transverse direction section structure diagram；

Fig. 2 is the utility model longitudinal terminal surface structural schematic diagram.

In figure: 1- support body, 2- support pads, 3- supporting base, 4- safety net, 5- aqueduct body, 11- upright bar, 12- are horizontal Bar, 13- vertical pole, 14- shear strut, 31- sand gravel layer, 32- concrete layer.

Specific embodiment

Be described further below the technical solution of the utility model, but claimed range be not limited to it is described.

As shown in Figure 1 and Figure 2, the utility model provide it is a kind of support aqueduct body full framing, including support body 1, Multiple support pads 2 and multiple supporting bases 3, supporting base 3 are embedded in immediately below aqueduct body within ground, 2 cloth of support pads Set on 3 or more supporting base, support body 1 is erected on 2 or more support pads, and support body 1 is arranged along vertical direction by a plurality of Upright bar 11, a plurality of cross bar 12 along aqueduct body width direction arrangement and a plurality of indulging along aqueduct body length direction arrangement Bar 13 is built using fastener or iron wire connection binding, and 1 overall height of support body is less than 12m.Using the skill of the utility model Art scheme distinguishes place mat further, it is preferable to which iron wire is No. 14 iron wires within the ground of erect bracket body and on ground Multilayer bed course, wherein the carrier strip that the sand gravel layer and concrete layer to locate below ground level improves surface soil to support body Part, the support pads more than ground reduce the pressure that support body acts on ground, so as to improve holding for full framing Loading capability keeps the structure of full framing more stable and reliable, and safety is higher, in addition, upright bar, cross bar and vertical pole in support body It is all made of big outer diameter steel pipe to be made, arrangement spacing is smaller, and bearing capacity is strong, and covers support body circumferential lateral surface using safety net Protection, effectively prevent rubble, sundries to pass into others' hands, avoids impacting the structural stability of support body.

Further, supporting base 3 includes the sand gravel layer 31 and concrete layer 32 for stacking gradually making from bottom to top.It is excellent Select 31 thickness of sand gravel layer not less than 50cm.32 thickness of concrete layer is not less than 15cm.Concrete layer 32 uses strength grade not Concrete making less than C15 grades forms.Using the technical solution, the bearing capacity of mellow soil within ground can be improved, Full framing and ground are connected as an entirety, effectively improve the stability of strutting system of full framing.

In addition, 32 vertical cross-section of concrete layer is intermediate taper type high, surrounding is small.It is preferred that 32 surrounding slope surface of concrete layer The gradient is 0.3%.Using the technical solution, when meeting with rain and snow weather, concrete layer 32 can be drained effectively, place sleet pair The invasion on full framing ground supporting basis.

Further, upright bar 11, cross bar 12 and vertical pole 13 are all made of the steel that outer diameter is φ 48mm, wall thickness is not less than 3.5mm Pipe is made.Support pads 2 are made of cross dimension specification of the Chinese pine lumps of wood of 20mm × 20mm, and each support pads 2 are laid in On at least two supporting base 3.It is preferred that in a plurality of upright bar 11 arranged along vertical direction, two upright bars 11 of arbitrary neighborhood it Between spacing be less than 60cm.It is a plurality of along aqueduct body width direction arrangement cross bar 12 in, two cross bars 12 of arbitrary neighborhood it Between spacing be less than 60cm.It is a plurality of along aqueduct body length direction arrangement vertical pole 13 in, two vertical poles 13 of arbitrary neighborhood it Between spacing be less than 60cm.

Further, support body 1 further includes a plurality of Crossing brace using fastener or iron wire connection binding on upright bar 11 Bar 14, every shearing strut 14 are 45 ° to 60 ° relative to the inclination angle between ground.In a plurality of shearing strut 14, every Crossing brace Bar 14 links together at least 5 upright bars 11.Shearing strut 14 greatly strengthens the structural strength and carrying energy of support body 1 Power keeps the structure of full framing more stable.

In addition, support body 1 further includes hanging the safety being covered on 1 surrounding outer surface of support body using iron wire binding Net 4.By safety net 4, rubble, sundries can be effectively prevent to pass into others' hands, avoid impacting the structural stability of support body.

Claims (10)

1. a kind of full framing for supporting aqueduct body, it is characterised in that: including support body (1), multiple support pads (2) and more A supporting base (3), the supporting base (3) are embedded in immediately below aqueduct body within ground, and the support pads (2) are laid in More than the supporting base (3), the support body (1) is erected on the support pads (2) or more, and the support body (1) is by more Upright bar (11) that item is arranged along vertical direction, a plurality of cross bar (12) along aqueduct body width direction arrangement and it is a plurality of along The vertical pole (13) of aqueduct body length direction arrangement is built using fastener or iron wire connection binding, and the support body (1) is total Body height is less than 12m.

2. the full framing of bearing aqueduct body according to claim 1, it is characterised in that: supporting base (3) packet Include the sand gravel layer (31) and concrete layer (32) for stacking gradually making from bottom to top.

3. the full framing of bearing aqueduct body according to claim 2, it is characterised in that: the sand gravel layer (31) is thick Degree is not less than 50cm.

4. the full framing of bearing aqueduct body according to claim 2, it is characterised in that: the concrete layer (32) is thick Degree is not less than 15cm.

5. the full framing of bearing aqueduct body according to claim 2, it is characterised in that: the concrete layer (32) is perpendicular It is intermediate taper type high, surrounding is small to section.

6. the full framing of bearing aqueduct body according to claim 1, it is characterised in that: the upright bar (11), cross bar (12) it is all made of steel pipe of the outer diameter by φ 48mm, wall thickness not less than 3.5mm with vertical pole (13) and is made.

7. it is according to claim 1 bearing aqueduct body full framing, it is characterised in that: the support pads (2) be by Cross dimension specification is made of the Chinese pine lumps of wood of 20mm × 20mm, and each support pads (2) are laid at least two supporting base (3) on.

8. the full framing of bearing aqueduct body according to claim 1, it is characterised in that: the support body (1) is also wrapped Include a plurality of shearing strut (14) using fastener or iron wire connection binding on the upright bar (11), every shearing strut (14) It is 45 ° to 60 ° relative to the inclination angle between ground.

9. the full framing of bearing aqueduct body according to claim 8, it is characterised in that: a plurality of shearing strut (14) in, every shearing strut (14) links together at least 5 upright bars (11).

10. the full framing of bearing aqueduct body according to claim 1, it is characterised in that: the support body (1) is also wrapped It includes and hangs the safety net (4) being covered on the support body (1) surrounding outer surface using iron wire binding.