CN204492213U - One shores formula temporary protection railing structure - Google Patents
One shores formula temporary protection railing structure Download PDFInfo
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- CN204492213U CN204492213U CN201520078367.5U CN201520078367U CN204492213U CN 204492213 U CN204492213 U CN 204492213U CN 201520078367 U CN201520078367 U CN 201520078367U CN 204492213 U CN204492213 U CN 204492213U
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- horizon bar
- column
- temporary protection
- protection railing
- baseboard
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Abstract
One shores formula temporary protection railing structure, belongs to building operations safeguard structure technical field.It comprises horizon bar, column, baseboard, described horizon bar two ends hold out against and are fixed on structure wall column, on horizon bar, interval arranges one group of column, described horizon bar is connected by right-angle coupler with column, described structure wall column is all connected by baseboard with the bottom of column bottom, two adjacent upright, and horizon bar is 3 and is parallel to each other.The utility model, by adopting above-mentioned technology, adopts horizon bar to shore formula fixed form, fixation, easy and simple to handle, single installation and the dismounting that just can complete railing; And this temporary railing is arranged on building inner side, on subsequent construction substantially without affecting, solves the trouble that existing railing system needs repeatedly to remove recovery, it also avoid and recover by amateur scaffolder the potential safety hazard that causes; And protective guard of the present utility model can protect in time to the privileged sites such as hole and balcony.
Description
Technical field
The utility model belongs to building operations safeguard structure technical field, be specifically related to a kind of peace tear open easy, safe and reliable, applied widely, on subsequent construction impact few shore formula temporary protection railing structure.
Background technology
At present, building site is faced bound defence rail and is adopted fastener type steel pipe scaffold to set up, and sets up lack of standardization, random large, and affects subsequent construction.Workman whitewashing, erection of doors and windows time, all need temporary railing first to remove, then recover, security maintenance management is wasted time and energy, and easily causes potential safety hazard.
Utility model content
For the above-mentioned problems in the prior art, the purpose of this utility model be to provide a kind of easy and simple to handle, safety is high, on subsequent construction impact little shore formula temporary protection railing structure.
Described one shores formula temporary protection railing structure, comprise horizon bar, column, baseboard, it is characterized in that described horizon bar two ends hold out against is fixed on structure wall column, on horizon bar, interval arranges one group of column, described horizon bar is connected by right-angle coupler with column, described structure wall column is all connected by baseboard with the bottom of column bottom, two adjacent upright, and horizon bar is 3 and is parallel to each other.
Described one shores formula temporary protection railing structure, it is characterized in that described horizon bar comprises steel pipe, described steel pipe is one end connection backing plate at least, described backing plate is connected with screw rod threaded one end, and fixed by nut, the described screw rod other end connects top flat, and top flat is fixed on structure wall column.
Described one shores formula temporary protection railing structure, it is characterized in that described top flat is L-type structure or slabbed construction.
Described one shores formula temporary protection railing structure, it is characterized in that 3 described horizon bar distance ground levels are respectively 0.18m, 0.6m and 1.2m.
Described one shores formula temporary protection railing structure, it is characterized in that the spacing between described adjacent two root posts is 2m.
Described one shores formula temporary protection railing structure, it is characterized in that described baseboard height is 0.18m.
By adopting above-mentioned technology, compared with prior art, the beneficial effects of the utility model are as follows:
1) the utility model shores formula fixed form by adopting horizon bar, fixation, easy and simple to handle, single installation and the dismounting that just can complete railing;
2) the utility model temporary railing is arranged on building inner side, on subsequent construction substantially without affecting, solving the trouble that existing railing system needs repeatedly to remove recovery, it also avoid and recover by amateur scaffolder the potential safety hazard that causes; And protective guard of the present utility model can protect in time to the privileged sites such as hole and balcony.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is horizon bar endpoint node structure for amplifying schematic diagram of the present utility model;
Fig. 3 is the embodiment scheme of installation of external corner of the present utility model without post position.
In figure: 1-structure wall column, 2-horizon bar, 3-column, 4-baseboard, 5-top flat, 6-screw rod, 7-nut, 8-backing plate, 9-steel pipe.
Detailed description of the invention
Below in conjunction with Figure of description, the utility model will be further described, but protection domain of the present utility model is not limited in this:
As depicted in figs. 1 and 2, one of the present utility model shores formula temporary protection railing structure, comprise horizon bar 2, column 3, baseboard 4, described horizon bar 2 two ends hold out against and are fixed on structure wall column 1, on horizon bar 2, interval arranges one group of column 3, described horizon bar 2 is connected by right-angle coupler with column 3, bottom described structure wall column 1 and column 3, the bottom of two adjacent upright 3 is all connected by baseboard 4, horizon bar 2 is 3 and is parallel to each other, 3 horizon bars 2 are respectively 0.18m apart from ground level, 0.6m and 1.2m, spacing between adjacent two root posts 3 is 2m, baseboard 4 is highly 0.18m, the horizon bar 2 of bottommost is equal with baseboard 4 top.
As shown in Figure 2, described horizon bar 2 comprises steel pipe 9, described steel pipe 9 can one or both ends connection backing plate 8, described backing plate 8 is connected with screw rod 6 threaded one end, and fixed by nut 7, described screw rod 6 other end connects top flat 5, top flat 5 is fixed on structure wall column 1, top flat 5 is L-type structure or slabbed construction, as shown in Figure 1, when horizon bar 2 two is directly fixed on structure wall column 1, its two-end structure is identical, connection backing plate 8 respectively, and produce jacking force by rotary nut 7 and realize the length that screw rod 6 extends adjustment adaptation steel pipe 9; As shown in Figure 3, when occurring external corner without post position, one end of two horizon bars 2 is all fixed on column 3, and the other end is separately fixed on different structure wall columns 1.
As shown in the figure, construction method of shoring formula temporary protection railing structure of the present utility model, comprises the steps:
1) after structure wall column 1 form removable, can install horizon bar 2, horizon bar 2 adopts φ 48 × 3.5mm steel pipe, length 0 ~ 30cm fewer than wall column spacing, fixed according to actual conditions;
2) be inserted in screw rod 6 in horizon bar 2 one or both ends, regulate extension elongation, horizon bar 2 just can be stuck between structure wall column 1, horizon bar 2 is moved to proper height, then two symmetry progressively fastening nut, by horizon bar 2 fixation;
3) arrange column 3, according to the distance every 2m, arrange column 3 by root, column 3 adopts φ 48 × 3.5mm steel pipe, adopts fastener to be connected with horizon bar 2;
4) arrange baseboard 4, adopt wood plywood to make, height 180mm, external coating paints;
5) caution slogan is hung.
Edge position is faced for external corner, the situation of bight non-structure post, can adopt and increase at external corner part the method arranging and shore formula column, vertically arrange by horizon bar 2, termination top flat adopts plate, and repeat 2 steps and make column fixation, all the other horizon bars and this column adopt fastener to be connected.
Claims (6)
1. shore formula temporary protection railing structure for one kind, comprise horizon bar (2), column (3), baseboard (4), it is characterized in that described horizon bar (2) two ends hold out against is fixed on structure wall column (1), the upper interval of horizon bar (2) arranges one group of column (3), described horizon bar (2) is connected by right-angle coupler with column (3), described structure wall column (1) is all connected by baseboard (4) with the bottom of column (3) bottom, two adjacent upright (3), and horizon bar (2) is 3 and is parallel to each other.
2. one according to claim 1 shores formula temporary protection railing structure, it is characterized in that described horizon bar (2) comprises steel pipe (9), described steel pipe (9) at least one end connection backing plate (8), described backing plate (8) is connected with screw rod (6) threaded one end, and fixed by nut (7), described screw rod (6) other end connects top flat (5), and top flat (5) is fixed on structure wall column (1).
3. one according to claim 1 shores formula temporary protection railing structure, it is characterized in that described top flat (5) is L-type structure or slabbed construction.
4. one according to claim 1 shores formula temporary protection railing structure, it is characterized in that 3 described horizon bar (2) distance ground levels are respectively 0.18m, 0.6m and 1.2m.
5. one according to claim 1 shores formula temporary protection railing structure, it is characterized in that the spacing between described adjacent two root posts (3) is 2m.
6. one according to claim 1 shores formula temporary protection railing structure, it is characterized in that described baseboard (4) is highly 0.18m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520078367.5U CN204492213U (en) | 2015-02-04 | 2015-02-04 | One shores formula temporary protection railing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520078367.5U CN204492213U (en) | 2015-02-04 | 2015-02-04 | One shores formula temporary protection railing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204492213U true CN204492213U (en) | 2015-07-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520078367.5U Active CN204492213U (en) | 2015-02-04 | 2015-02-04 | One shores formula temporary protection railing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204492213U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672679A (en) * | 2016-01-29 | 2016-06-15 | 中冶建工集团有限公司 | Simple protective fence for hole near edge |
| CN107060488A (en) * | 2016-12-29 | 2017-08-18 | 国家电网公司 | A kind of Detachable protective fence |
-
2015
- 2015-02-04 CN CN201520078367.5U patent/CN204492213U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672679A (en) * | 2016-01-29 | 2016-06-15 | 中冶建工集团有限公司 | Simple protective fence for hole near edge |
| CN107060488A (en) * | 2016-12-29 | 2017-08-18 | 国家电网公司 | A kind of Detachable protective fence |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |