CN205242998U - Typical forms of building engineering movement joint department - Google Patents
Typical forms of building engineering movement joint department Download PDFInfo
- Publication number
- CN205242998U CN205242998U CN201521025536.5U CN201521025536U CN205242998U CN 205242998 U CN205242998 U CN 205242998U CN 201521025536 U CN201521025536 U CN 201521025536U CN 205242998 U CN205242998 U CN 205242998U
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- CN
- China
- Prior art keywords
- nut
- plank sheathing
- screw rod
- screw arbor
- steel pipe
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Abstract
The utility model belongs to the technical field of the template is used in the building engineering construction, it is less for solving movement joint department space, there is not sufficient space to prop up the technical problem who establishes with the form removal, provide a typical forms of building engineering movement joint department, including the plank sheathing, erect rib, steel pipe, to drawing screw rod, iron sheet, chevron card and nut, on the plank sheathing interval be provided with a plurality of be convenient for to draw that the screw rod passes to drawing the screw rod hole, one side interval of plank sheathing is provided with a plurality of perpendicular ribs, erects rib outside interval and is provided with a plurality of steel pipes perpendicularly, has an iron sheet to the one end vertical welding who draws the screw rod, the other end is provided with chevron card and nut, the size of iron sheet is greater than the size to drawing the screw rod hole, to draw the screw rod pass on the plank sheathing to drawing the screw rod hole and wear out the steel pipe, the steel pipe with erect the rib through to drawing chevron card and nut on the screw rod to fix on the plank sheathing. The utility model provides a narrow and small space inner formword demolish and install inconvenient technical problem, made things convenient for the construction.
Description
Technical field
The utility model belongs to template for constructional engineering construction technical field, is specifically related to a kind of typified form of architectural engineering deformation joint.
Background technology
In high-story architecture construction process, for preventing that building is because of variations in temperature, expand with heat and contract with cold and make building occur crack or destruction, stitching along building length direction prearrangement of deformation amount separated by a distance, due to the space at deformation joint smaller (conventionally only wide with 350mm), do not have enough spaces to install and form removal, thereby make construction very inconvenient.
Summary of the invention
The utility model is less for solving deformation joint space, does not have enough spaces to install and the technical problem of form removal, and a kind of typified form of architectural engineering deformation joint is provided.
The technical solution adopted in the utility model is as follows:
A kind of typified form of architectural engineering deformation joint, comprise plank sheathing, perpendicular rib, steel pipe, Screw arbor with nut at both-ends, iron plate, chevron card and nut, on described plank sheathing, be arranged at intervals with some Screw arbor with nut at both-ends holes that Screw arbor with nut at both-ends passes of being convenient to, one side of plank sheathing is arranged at intervals with some perpendicular ribs, outside perpendicular rib, interval is vertically installed with some steel pipes, one end of Screw arbor with nut at both-ends is vertically welded with an iron plate, the other end is provided with chevron card and nut, the size of described iron plate is greater than the size in Screw arbor with nut at both-ends hole, Screw arbor with nut at both-ends is through the Screw arbor with nut at both-ends hole on plank sheathing and pass steel pipe, steel pipe and perpendicular rib are fixed on plank sheathing by chevron card and nut on Screw arbor with nut at both-ends.
Described Screw arbor with nut at both-ends hole interval 1.5m in plank sheathing horizontal direction arranges, and on plank sheathing vertical direction, steel pipe position place arranges.
The upper end of described plank sheathing is provided with suspension hook.
The beneficial effects of the utility model:
1. template of the present utility model only need to be twisted the Screw arbor with nut at both-ends of opposite side in the time of installation and removal, and the utility model is after the shear wall construction of movement joint one side completes, can be winched to movement joint opposite side shear wall to be onstructed with tower crane immediately, solve the dismounting of small space inner formword and inconvenient technical problem has been installed, facilitate construction, template alternate cycles of the present utility model is used, and forms continuous productive process, has effectively shortened the working time.
2. adopt the utility model not to be prone to and run mode ship slurry, more can effectively control concreting, effectively saved construction cost.
Brief description of the drawings
Fig. 1 is front view of the present utility model;
Fig. 2 is side view of the present utility model;
In figure: 1-plank sheathing, 2-erects rib, 3-steel pipe, 4-Screw arbor with nut at both-ends, 5-iron plate, 6-chevron card, 7-nut, 8-suspension hook.
Detailed description of the invention
As shown in Figure 1, 2, a kind of typified form of architectural engineering deformation joint, comprise plank sheathing 1, perpendicular rib 2, steel pipe 3, Screw arbor with nut at both-ends 4, iron plate 5, chevron card 6 and nut 7, on described plank sheathing 1, be arranged at intervals with some Screw arbor with nut at both-ends holes that Screw arbor with nut at both-ends 4 passes of being convenient to, described Screw arbor with nut at both-ends hole interval 1.5m in plank sheathing 1 horizontal direction arranges, and on plank sheathing 1 vertical direction, steel pipe 3 position places arrange. One side of plank sheathing 1 is arranged at intervals with some perpendicular ribs 2, perpendicular rib 2 intervals, outside are vertically installed with some steel pipes 3, one end of Screw arbor with nut at both-ends 4 is vertically welded with an iron plate 5, the other end is provided with chevron card 6 and nut 7, the size of described iron plate 5 is greater than the size in Screw arbor with nut at both-ends hole, Screw arbor with nut at both-ends 4 is through the Screw arbor with nut at both-ends hole on plank sheathing 1 and pass steel pipe 3, and steel pipe 3 and perpendicular rib 2 are fixed on plank sheathing 1 by the chevron card 6 on Screw arbor with nut at both-ends 4 and nut 7.
Handling when facilitating typified form of the present utility model to shift, the upper end of described plank sheathing 1 is provided with suspension hook 8.
Template of the present utility model only need to be twisted the Screw arbor with nut at both-ends of opposite side in the time of installation and removal, with suspension hook handling transfer. By adopting the utility model, solve deformation joint narrow space, the problem that cannot construct, meanwhile, has also accelerated progress, has facilitated construction. The economic benefit producing approximately has 100,000 yuan.
Claims (3)
1. the typified form of an architectural engineering deformation joint, it is characterized in that: comprise plank sheathing (1), perpendicular rib (2), steel pipe (3), Screw arbor with nut at both-ends (4), iron plate (5), chevron card (6) and nut (7), on described plank sheathing (1), be arranged at intervals with some Screw arbor with nut at both-ends holes that Screw arbor with nut at both-ends (4) passes of being convenient to, one side of plank sheathing (1) is arranged at intervals with some perpendicular ribs (2), interval, perpendicular rib (2) outside is vertically installed with some steel pipes (3), one end of Screw arbor with nut at both-ends (4) is vertically welded with an iron plate (5), the other end is provided with chevron card (6) and nut (7), the size of described iron plate (5) is greater than the size in Screw arbor with nut at both-ends hole, Screw arbor with nut at both-ends (4) is through the Screw arbor with nut at both-ends hole on plank sheathing (1) and pass steel pipe (3), steel pipe (3) and perpendicular rib (2) are fixed on plank sheathing (1) by the chevron card (6) on Screw arbor with nut at both-ends (4) and nut (7).
2. the typified form of a kind of architectural engineering deformation joint according to claim 1, it is characterized in that: described Screw arbor with nut at both-ends hole interval 1.5m in plank sheathing (1) horizontal direction arranges, and on plank sheathing (1) vertical direction, steel pipe (3) position place arranges.
3. the typified form of a kind of architectural engineering deformation joint according to claim 1 and 2, is characterized in that: the upper end of described plank sheathing (1) is provided with suspension hook (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521025536.5U CN205242998U (en) | 2015-12-12 | 2015-12-12 | Typical forms of building engineering movement joint department |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521025536.5U CN205242998U (en) | 2015-12-12 | 2015-12-12 | Typical forms of building engineering movement joint department |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205242998U true CN205242998U (en) | 2016-05-18 |
Family
ID=55942078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521025536.5U Active CN205242998U (en) | 2015-12-12 | 2015-12-12 | Typical forms of building engineering movement joint department |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205242998U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424721A (en) * | 2019-07-24 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of form bracing system and construction method |
-
2015
- 2015-12-12 CN CN201521025536.5U patent/CN205242998U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424721A (en) * | 2019-07-24 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of form bracing system and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |