CN104179299A - Reinforcement cage net precast concrete module bracket - Google Patents
Reinforcement cage net precast concrete module bracket Download PDFInfo
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- CN104179299A CN104179299A CN201410442607.5A CN201410442607A CN104179299A CN 104179299 A CN104179299 A CN 104179299A CN 201410442607 A CN201410442607 A CN 201410442607A CN 104179299 A CN104179299 A CN 104179299A
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- module
- cage net
- precast concrete
- template
- steel bar
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Abstract
The invention provides a reinforcement cage net precast concrete module bracket which comprises a template, a cage net reinforcing steel bar and a module; the reinforcement cage net precast concrete module bracket is characterized in that the fixing module is arranged between the template and the cage net reinforcing steel bar and is used for controlling the distance between the template and the cage net reinforcing steel bar; a binding line is arranged on the module, so that the module can be accurately located; a reinforcing steel bar groove is formed, so that the longitudinal movement of the module can be prevented; the module is prevented from transverse movement taking the reinforcing steel bar as a center due to the design of a narrow wedge-shaped plane of the bottom surface. Compared with the prior art, the reinforcement cage net precast concrete module bracket has the characteristics of being simple in structure, easy to manufacture, convenient to use and the like, and particularly has the advantages of being firm in fixation, unified in height and consistent in the used material, so that thickness of a reinforcement cage net protective layer is accurate and even, and the best effect is exerted; therefore, the reinforcement cage net precast concrete module bracket has good popularization and application values.
Description
One, technical field:
The invention belongs to construction work, specifically a kind of reinforcing cage net precast concrete module carrier.
Two, background technology:
In reinforced concrete building engineering, reinforcing cage net and soffit formwork, wall form spacing are controlled most important, and the method conventionally adopting under prior art has: 1, a few font stirrup irons of point type are controlled; 2, rectangular stirrup is controlled; 3, point type welding stirrup frame is controlled; 4, filling out pad concrete block controls; 5, filling out the schemes such as pad unit of plastic control, there is following problem and shortage in these schemes: 1,2,4,5 schemes because of workman trample and pouring concrete in be easily subjected to displacement.1,2,3 schemes are without supplementary protection layer, or supplementary protection layer is when bad, and the muscle head exposing not only affects outward appearance, and permanent accumulation corrosion affects reinforcing bar and concrete binding power and reduces intensity.5 schemes are artificial foreign matter, and difficulty has consistent adhesion stress, and aging distortion easily forms sensible main muscle gap hole afterwards.
Three, summary of the invention:
The object of the invention is the problem and shortage for above existence, provide a kind of simple in structure, easy to use, material is identical, the reinforcing cage net precast concrete module carrier of uniform specification.
The object of the invention is to be achieved through the following technical solutions:
A kind of reinforcing cage net precast concrete module carrier, it comprises template, reinforcing bar, module, bounding wire, template face, at the bottom of steel bar groove and template, it is characterized in that arranging stuck-module and control its spacing between template and the reinforcing bar of cage net, to be prefabricated module faces intersect the concrete block of wedge with being at the bottom of module to its module, arch steel groove is longitudinally set in module faces, the bounding wire of the pre-buried tap in steel bar groove both sides, from the downward longitudinally wide-angle of module faces, narrow, laterally low-angle relaxes, at the bottom of forming module faces and module, be square crossing wedge, at the bottom of its module for longitudinally narrow, horizontal wide rectangular planes.
The two or more pieces that described bounding wire is designed to be arranged in parallel.
Between described module and module, by pre-buried vertical or horizontal reinforcing bar, link, parallel connection or tandem compound are used.
Reinforcing cage net precast concrete module carrier of the present invention compared with prior art, have simple in structure, manufacture the features such as easy, easy to use, accurate positioning is firm, there is in addition following remarkable advantage: 1, module concrete for making, combine together with building structure, without steel work stirrup, support point-like or the strip exposed steel bar forming, form the corrosion passage of surperficial rust staining and further weathering, the foreign matter impure point hole forming without Plastic supporter.2, the setting of bounding wire in module, makes module be securely in place design attitude, difficultly because trampling and water the External Force Acting of concrete process, comes off and is shifted, and particularly beam column longitudinally, applies its advantage more outstanding in slab-wall structure body.3, module faces and the setting that intersects arch steel groove in wedge design and module faces at the bottom of module, more can guarantee that module is difficult for longitudinally rolling, and the axle that to be laterally difficult for take reinforcing bar be the center of circle turns.4, module is manufactured with mould standard, and it grows tall in full accord, is easy to guarantee that reinforcing cage net external protection thickness is accurately even, makes reinforcing cage net can bring into play its optimal efficacy,
Thereby reinforcing cage net precast concrete module carrier of the present invention has good application value.
Four, accompanying drawing explanation
Fig. 1 is the use state side plane schematic diagram of reinforcing cage net precast concrete module carrier.
Fig. 2 is the module cross-sectional configuration schematic diagram of reinforcing cage net precast concrete module carrier.
Fig. 3 is the module faces floor map of reinforcing cage net precast concrete module carrier.
Fig. 4 is the module baseplane schematic diagram of reinforcing cage net precast concrete module carrier.
In figure: at the bottom of 1 template, 2 reinforcing bars, 3 modules, 4 bounding wires, 5 module faces, 6 steel bar grooves, 7 modules.
Five, the specific embodiment:
In conjunction with Figure of description, reinforcing cage net precast concrete module carrier of the present invention is described in further detail:
As shown in Figure 1, reinforcing cage net precast concrete module carrier of the present invention is by bounding wire 4, to settle stuck-module 3 on the reinforcing bar 2 between template 1 and reinforcing cage net, controls the spacing of reinforcing cage net and template 1.As shown in Figure 2, Figure 3, Figure 4, its module 3 is for intersecting two wedge concrete blocks, and module faces 5 arranges arch steel groove 6 longitudinally, the bounding wire 4 of the steel bar groove 6 pre-buried taps in both sides, from module faces 5 downwards longitudinally wide-angle narrow, laterally low-angle relaxes, and forms at the bottom of horizontal long narrow square module 7.
During use, by designing requirement position, with bounding wire 4, module 3 is longitudinally locked on the main reinforcement 2 of template 1 side, should makes at the bottom of module 7 parallelly with template 1 by real, before note concrete, module 3 trickles are soaked to better effects if.
Outside technical characterictic described in attached manual, be the known technology of those skilled in the art.
Claims (3)
1. a reinforcing cage net precast concrete module carrier, it comprises template, reinforcing bar, module, bounding wire, template face, at the bottom of steel bar groove and template, it is characterized in that arranging stuck-module and control its spacing between template and the reinforcing bar of cage net, to be prefabricated module faces intersect the concrete block of wedge with being at the bottom of module to its module, arch steel groove is longitudinally set in module faces, the bounding wire of the pre-buried tap in steel bar groove both sides, from the downward longitudinally wide-angle of module faces, narrow, laterally low-angle relaxes, at the bottom of forming module faces and module, be square crossing wedge, at the bottom of its module for longitudinally narrow, horizontal wide rectangular planes.
2. reinforcing cage net precast concrete module carrier according to claim 1, is characterized in that the two or more pieces that bounding wire is designed to be arranged in parallel.
3. reinforcing cage net precast concrete module carrier according to claim 1, is characterized in that the pre-buried vertical or horizontal reinforcing bar of module and intermodule links, and parallel connection or tandem compound are used.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201410442607.5A CN104179299A (en) | 2014-09-02 | 2014-09-02 | Reinforcement cage net precast concrete module bracket |
Applications Claiming Priority (1)
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CN201410442607.5A CN104179299A (en) | 2014-09-02 | 2014-09-02 | Reinforcement cage net precast concrete module bracket |
Publications (1)
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CN104179299A true CN104179299A (en) | 2014-12-03 |
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Family Applications (1)
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CN201410442607.5A Pending CN104179299A (en) | 2014-09-02 | 2014-09-02 | Reinforcement cage net precast concrete module bracket |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4102187A1 (en) * | 1991-01-25 | 1992-07-30 | Hong Joon Cho | Positioning and distance piece for steel reinforcement - is used in prodn. of reinforced concrete and is made of cast concrete |
CN200952217Y (en) * | 2006-09-23 | 2007-09-26 | 秦瑞奇 | Concrete support |
CN201184019Y (en) * | 2008-03-28 | 2009-01-21 | 叶焕南 | Reinforcing steel bar expose-proof fixing body |
CN102758502A (en) * | 2012-07-27 | 2012-10-31 | 万柏鸿 | Anti-floating device for fixing reinforcing steel bars and hollow floor slabs |
-
2014
- 2014-09-02 CN CN201410442607.5A patent/CN104179299A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4102187A1 (en) * | 1991-01-25 | 1992-07-30 | Hong Joon Cho | Positioning and distance piece for steel reinforcement - is used in prodn. of reinforced concrete and is made of cast concrete |
CN200952217Y (en) * | 2006-09-23 | 2007-09-26 | 秦瑞奇 | Concrete support |
CN201184019Y (en) * | 2008-03-28 | 2009-01-21 | 叶焕南 | Reinforcing steel bar expose-proof fixing body |
CN102758502A (en) * | 2012-07-27 | 2012-10-31 | 万柏鸿 | Anti-floating device for fixing reinforcing steel bars and hollow floor slabs |
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Application publication date: 20141203 |