CN103741962A - Reinforcing device of concrete wall steel meshes - Google Patents
Reinforcing device of concrete wall steel meshes Download PDFInfo
- Publication number
- CN103741962A CN103741962A CN201410036863.4A CN201410036863A CN103741962A CN 103741962 A CN103741962 A CN 103741962A CN 201410036863 A CN201410036863 A CN 201410036863A CN 103741962 A CN103741962 A CN 103741962A
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- shaped steel
- screw mandrel
- reinforced mesh
- concrete wall
- steel
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Abstract
A reinforcing device of concrete wall steel meshes comprises an H steel, a plurality of reinforcing ribs mounted on the H steel and connecting plates mounted at two ends of the H steel. Flange plates of the H steel are symmetrically provided with a plurality of screw connecting holes used for connecting screws, and the screws are arranged in the screw connecting holes symmetrically. The connecting plats are provided with connecting plate screw holes used for connecting to connecting plates of another H steel. The reinforcing device is simple in structure and convenient to use, deformation of the concrete wall steel meshes is reduced, and the problem of mesh shifting, deforming or even collapsing since meshes are fixed by wind cables are solved; in addition, working efficiency and construction quality are improved, construction process is faster, and safety of high-altitude operations is guaranteed.
Description
Technical field
The present invention relates to bracing means, relate in particular to a kind of bracing means for concrete wall reinforced mesh.Belong to civil works field.
Background technology
In traditional large-sized concrete wall construction process, high-altitude binding reinforcing bars can form high-altitude reinforced mesh.Because net sheet is less at the aerial strong point of height, and high aerial wind-force is larger, and net sheet tends to be offset, be out of shape, and when serious, even can collapse.
At present, the way of not building consensus for the reinforcement measure of concrete wall reinforced mesh, general body of wall only depends on the stable equilibrium of wall steel bar self structure, for large-scale body of wall (as: large-scale storage tank), uses cable wind rope to be fixed net sheet.But, nonetheless, still can cause net sheet skew, distortion even collapse.Therefore, before pouring concrete, still need net sheet to adjust on a large scale, caused a lot of unnecessary doing over again.
Summary of the invention
Main purpose of the present invention is to overcome the above-mentioned shortcoming that prior art exists, and provide a kind of bracing means of concrete wall reinforced mesh, its form of structure is simple, easy to use, not only reduce widely the deflection of concrete wall reinforced mesh, solved by the caused net sheet skew of cable wind rope fixed network sheet, be out of shape the problem of even collapsing; And, also improved operating efficiency, construction speed and construction quality, guaranteed the safety of work high above the ground.
The object of the invention is to be realized by following technical scheme:
A bracing means for concrete wall reinforced mesh, is characterized in that: be provided with: a H shaped steel, be arranged on the several reinforcement gussets on H shaped steel, and be arranged on the junction plate at H shaped steel two ends; Wherein, on the frange plate of H shaped steel, be arranged with several screw mandrel connecting holes for being connected with screw mandrel, on screw mandrel connecting hole, be symmetrically arranged with screw mandrel; Junction plate is provided with junction plate bolt hole, for the junction plate with on another H shaped steel, connects.
Described H shaped steel is vertically arranged between the reinforced mesh and outside reinforced mesh of body of wall inner side; And H shaped steel is embedded among body of wall along with concrete wall body construction is permanent.
The position of described screw mandrel connecting hole is: be arranged symmetrically between two the web both sides of H shaped steel, highly lay respectively at upper, middle and lower three parts of H shaped steel.
Described screw mandrel passes screw mandrel connecting hole, and is connected with body of wall ectonexine reinforced mesh; And with backing plate nut and backing plate, lock through H shaped steel place at screw mandrel; At screw mandrel, through wall steel bar place, with feed screw nut, lock, screw mandrel connecting hole position periphery is established reinforcement gusset.
Described junction plate be shaped as square, each angle of junction plate respectively has a bolt hole, for being fixedly connected with between upper and lower H shaped steel.
Beneficial effect of the present invention: the present invention is owing to adopting technique scheme, its form of structure is simple, easy to use, not only reduce widely the deflection of concrete wall reinforced mesh, solved by the caused net sheet skew of cable wind rope fixed network sheet, the distortion problem of even collapsing; And, also improved operating efficiency, construction speed and construction quality, guaranteed the safety of work high above the ground.
Accompanying drawing explanation
Fig. 1 is that structure master of the present invention looks schematic diagram.
Fig. 2 is schematic side view of the present invention.
Fig. 3 is schematic top plan view of the present invention.
Fig. 4 is that the present invention installs effect schematic diagram.
Fig. 5 is first floor wall pre-embedded junction plate scheme of installation of the present invention.
In Fig. 6, A-A is to schematic diagram.
Fig. 7 connection diagram of the present invention.
Major label description in figure:
1.H shaped steel, 1.1. screw mandrel connecting hole, 1.2 screw mandrels, 1.3 feed screw nuts, 1.4 backing plate bolt and nuts, 1.5 backing plates, 2. strengthen gusset, 3. junction plate, 3.1 bolts hole, 4. wall steel bar, 5. body of wall, 6. constuction joint.
The specific embodiment
As shown in Fig. 1-Fig. 3, the present invention is provided with: a H shaped steel 1, and adopt welding manner to be arranged on the several reinforcement gussets 2 on H shaped steel 1, adopt welding manner to be arranged on the junction plate 3 at H shaped steel 1 two ends; Wherein, on the frange plate of H shaped steel 1, be arranged with several screw mandrel connecting holes 1.1 for being connected with screw mandrel, on screw mandrel connecting hole 1.1, be symmetrically arranged with screw mandrel 1.2; Junction plate 3 is provided with junction plate bolt hole 3.1, for the junction plate 3 with on another H shaped steel 1, connects.
As Fig. 4, shown in Fig. 7, above-mentioned H shaped steel 1 is vertically arranged between the reinforced mesh and outside reinforced mesh of body of wall inner side, and length, according to the high flexible adjustment of every layer of body of wall, is advisable to exceed the height 50cm left and right of adjacent two layers wall construction seam 6; The frange plate of H shaped steel 1 is provided with 6 pairs of screw mandrel connecting holes 1.1, and the position of screw mandrel connecting hole 1.1 is: be arranged symmetrically between two the web both sides of H shaped steel 1, highly lay respectively at upper, middle and lower three parts of H shaped steel 1; Screw mandrel 1.2 passes screw mandrel connecting hole 1.1, and is connected with body of wall 5 ectonexine reinforced mesh.And, through backing plate nut 1.4 and backing plate 1.5 lockings for H shaped steel 1 place, at screw mandrel 1.2, through feed screw nut's 1.3 lockings for wall steel bar 4 places, at screw mandrel connecting hole 1.1 position peripheries, establish and strengthen gusset 2 at screw mandrel 1.2; Between upper and lower two joints of H shaped steel 1, by junction plate 3 use bolts, connect, and H shaped steel 1 is embedded among body of wall 5 along with concrete wall body construction is permanent.
Above-mentioned junction plate 3 is shaped as square, and each angle of junction plate 3 respectively has a bolt hole 3.1, for being fixedly connected with between upper and lower H shaped steel.
As shown in Fig. 5-Fig. 6, during use, by the junction plate of first floor body of wall 3 and wall steel bar 4 spot welding, and be embedded in concrete.
The above, it is only preferred embodiment of the present invention, not the present invention is done to any pro forma restriction, any simple modification, equivalent variations and modification that every foundation technical spirit of the present invention is done above embodiment, all still belong in the scope of technical solution of the present invention.
Claims (5)
1. a bracing means for concrete wall reinforced mesh, is characterized in that: be provided with: a H shaped steel, be arranged on the several reinforcement gussets on H shaped steel, and be arranged on the junction plate at H shaped steel two ends; Wherein, on the frange plate of H shaped steel, be arranged with several screw mandrel connecting holes for being connected with screw mandrel, on screw mandrel connecting hole, be symmetrically arranged with screw mandrel; Junction plate is provided with junction plate bolt hole, for the junction plate with on another H shaped steel, connects.
2. the bracing means of concrete wall reinforced mesh according to claim 1, is characterized in that: described H shaped steel is vertically arranged between the reinforced mesh and outside reinforced mesh of body of wall inner side; And H shaped steel is embedded among body of wall along with concrete wall body construction is permanent.
3. the bracing means of concrete wall reinforced mesh according to claim 1, is characterized in that: the position of described screw mandrel connecting hole is: be arranged symmetrically between two the web both sides of H shaped steel, highly lay respectively at upper, middle and lower three parts of H shaped steel.
4. according to the bracing means of the concrete wall reinforced mesh described in claim 1 or 3, it is characterized in that: described screw mandrel passes screw mandrel connecting hole, and is connected with body of wall ectonexine reinforced mesh; And with backing plate nut and backing plate, lock through H shaped steel place at screw mandrel; At screw mandrel, through wall steel bar place, with feed screw nut, lock, screw mandrel connecting hole position periphery is established reinforcement gusset.
5. the bracing means of concrete wall reinforced mesh according to claim 1, is characterized in that: described junction plate be shaped as square, each angle of junction plate respectively has a bolt hole, for being fixedly connected with between upper and lower H shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410036863.4A CN103741962A (en) | 2014-01-26 | 2014-01-26 | Reinforcing device of concrete wall steel meshes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410036863.4A CN103741962A (en) | 2014-01-26 | 2014-01-26 | Reinforcing device of concrete wall steel meshes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103741962A true CN103741962A (en) | 2014-04-23 |
Family
ID=50499019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410036863.4A Pending CN103741962A (en) | 2014-01-26 | 2014-01-26 | Reinforcing device of concrete wall steel meshes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103741962A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790681A (en) * | 2015-03-31 | 2015-07-22 | 华南理工大学建筑设计研究院 | Device for preventing wall out-of-plane unstability from causing collapse of building of masonry structure in earthquake |
| CN104863381A (en) * | 2015-05-22 | 2015-08-26 | 杨溥 | Reinforcing structure, reinforcing device and reinforcing method for reinforced concrete wall |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010112908A (en) * | 2001-12-03 | 2001-12-22 | 이창남 | Reinforcing Method of Structural Members attaching the Strengthened membrane to the Faces |
| JP2002070326A (en) * | 2000-08-30 | 2002-03-08 | Kajima Corp | Reinforced structure for steel frame structural material |
| CN201598864U (en) * | 2009-12-28 | 2010-10-06 | 中国核工业华兴建设有限公司 | Steel bar prefabricated member of large low-temperature storage tank wall body |
-
2014
- 2014-01-26 CN CN201410036863.4A patent/CN103741962A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002070326A (en) * | 2000-08-30 | 2002-03-08 | Kajima Corp | Reinforced structure for steel frame structural material |
| KR20010112908A (en) * | 2001-12-03 | 2001-12-22 | 이창남 | Reinforcing Method of Structural Members attaching the Strengthened membrane to the Faces |
| CN201598864U (en) * | 2009-12-28 | 2010-10-06 | 中国核工业华兴建设有限公司 | Steel bar prefabricated member of large low-temperature storage tank wall body |
Non-Patent Citations (1)
| Title |
|---|
| 中国电力建设企业协会: "《中国电力建设工法汇编（2011年度）上册》", 31 July 2011 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790681A (en) * | 2015-03-31 | 2015-07-22 | 华南理工大学建筑设计研究院 | Device for preventing wall out-of-plane unstability from causing collapse of building of masonry structure in earthquake |
| CN104863381A (en) * | 2015-05-22 | 2015-08-26 | 杨溥 | Reinforcing structure, reinforcing device and reinforcing method for reinforced concrete wall |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140423 |