CN208202548U - Support system structure of transvers plate is exempted from a kind of beam slab post-cast strip - Google Patents
Support system structure of transvers plate is exempted from a kind of beam slab post-cast strip Download PDFInfo
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- CN208202548U CN208202548U CN201820560343.7U CN201820560343U CN208202548U CN 208202548 U CN208202548 U CN 208202548U CN 201820560343 U CN201820560343 U CN 201820560343U CN 208202548 U CN208202548 U CN 208202548U
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- Prior art keywords
- steel plate
- post
- cast strip
- steel
- plate
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 107
- 239000010959 steel Substances 0.000 claims abstract description 107
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 239000002184 metal Substances 0.000 claims abstract description 14
- 229910052751 metal Inorganic materials 0.000 claims abstract description 14
- 238000009434 installation Methods 0.000 claims abstract description 3
- 238000005266 casting Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 230000001360 synchronised effect Effects 0.000 abstract description 4
- 239000013049 sediment Substances 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 4
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of beam slab post-cast strips to exempt from support system structure of transvers plate, including steel plate, angle steel, expanded metal lath, reinforcing bar and frame body, there are two the frame body is set, the symmetrical shape setting of two frame bodies, the angle steel is reserved in post-cast strip bottom surface corner, solves the difficulty of high-rise post empiricism Yu outside security protection, allow high-rise outer guard frame body with main structure synchronous construction, outrigger protection is set without individually staying at post-cast strip position, it shortens high-rise post empiricism and outrigger removes the time, removing outrigger can carry out with main structure construction is synchronous, steel plate two sides are placed on angle steel, sequence installation steel plate, the steel plate installed afterwards is pressed under previous piece and crouches on steel plate, post-cast strip one-piece casting is achieved the effect that, avoid the problem of post-cast strip demoulding and transport, also space is provided for structure sediment or deformation , while realizing effect of the steel plate as template.
Description
Technical field
The utility model relates to technical field of buildings, support system structure of transvers plate is exempted from specially a kind of beam slab post-cast strip.
Background technique
In recent years, with the development of building trade, large building is more and more, so the application of post-cast strip is more and more wider
It is general.For skyscraper, certain structures overlength post-cast strip need to set, but to pour the period long for post-cast strip, Construction of High-rise is past
Fast toward speed, outrigger frame body needs to remain into always post-cast strip concreting completion and reaches design strength, could remove frame body,
Time-consuming, security risk is big.
Utility model content
The purpose of this utility model is to provide a kind of beam slab post-cast strips to exempt from support system structure of transvers plate, to solve above-mentioned back
The problem of being proposed in scape technology.
To achieve the above object, the utility model provides the following technical solutions: support system mould is exempted from a kind of beam slab post-cast strip
Plate structure, including steel plate, angle steel, expanded metal lath, reinforcing bar and frame body, there are two the frame body is set, two symmetrical shapes of frame body
Setting, the angle steel is reserved in post-cast strip bottom surface corner, and the post-cast strip is located between the frame body on both sides, the steel plate respectively with
The angle steel of two sides welds, and has poured concrete in post-cast strip, the upper end of steel plate is fitted with reinforcing bar, and reinforcing bar upper end is fixed with steel
Expanded metals, the upper end of the expanded metal lath are also fixed with reinforcing bar, and the reinforcing bar of expanded metal lath upper and lower ends is parallel to each other.
Preferably, the size of the steel plate determines that steel plate middle position is equipped with V-shaped groove, the V according to the width of post-cast strip
For the v-shaped openings of shape slot towards post-cast strip one end, the height of projection of V-shaped is less than the thickness of steel plate.
Preferably, the angle steel is towards one side direction of post-cast strip, length having a size of 30cm × 30cm × 3cm, angle steel
20cm, it is equidistant symmetrically placed.
Preferably, the length of steel plate relationship proportional to angle steel placement spacing, the length of steel plate is than distance between angle steel
10cm is directly placed at angle steel top when steel plate is installed.
Preferably, the end of the steel plate is fixed with lower sleeping steel plate, and lower sleeping steel plate is bent downward, and kink height is steel
The thickness of plate, the length of lower sleeping steel plate are 10cm, and the adjacent steel plate end fitting in right side is located at the adjacent steel plate end in left side
The upper surface of sleeping steel plate down.
Compared with prior art, the utility model has the beneficial effects that the utility model structure setting is reasonable, it is functional
By force, it has the advantage that
1. compared to the prior art a kind of floor slab back casting band of the utility model exempts from support system structure of transvers plate, solves height
The difficulty of layer post empiricism and outside security protection allows high-rise outer guard frame body with main structure synchronous construction, saves
Shi Shengli, it is short that post-cast strip pours the period, sets outrigger protection without individually staying at post-cast strip position, shortens high-rise post empiricism
The time is removed with outrigger, removing outrigger can carry out with main structure construction is synchronous；
2. steel plate two sides are placed on angle steel, sequence installs steel plate, and the steel plate installed afterwards is pressed under previous piece the steel plate that crouches
On, achieve the effect that post-cast strip one-piece casting, avoided the problem of post-cast strip demoulding and transport, has also been structure sediment or change
Shape provides space, while realizing effect of the steel plate as template.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is two pieces of steel sheet connection structure schematic diagrames of the utility model；
Fig. 3 is the utility model steel plate and Bolted angle connection structural schematic diagram.
In figure: sleeping steel plate, 7 post-cast strips, 8 V-shaped grooves under 1 reinforcing bar, 2 expanded metal laths, 3 angle steel, 4 steel plates, 5 frame bodies, 6.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1-3, the utility model provides a kind of technical solution: support system template structure is exempted from a kind of beam slab post-cast strip
It makes, including steel plate 4, angle steel 3, expanded metal lath 2, reinforcing bar 1 and frame body 5, there are two frame body 5 is set, two symmetrical shapes of frame body 5 are set
It sets, angle steel 3 is reserved in 7 bottom surface corner of post-cast strip, and post-cast strip 7 is located between the frame body 5 on both sides, the angle with two sides respectively of steel plate 4
Steel 3 welds, and has poured concrete in post-cast strip 7, the upper end of steel plate 4 is fitted with reinforcing bar 1, and 1 upper end of reinforcing bar is fixed with steel plate
Net 2, the upper end of expanded metal lath 2 are also fixed with reinforcing bar 1, and the reinforcing bar 1 of 2 upper and lower ends of expanded metal lath is parallel to each other.
Further, the size of steel plate 4 determines that 4 middle position of steel plate is equipped with V-shaped groove 8, V-arrangement according to the width of post-cast strip 7
For the v-shaped openings of slot 8 towards 7 one end of post-cast strip, the height of projection of V-shaped is less than the thickness of steel plate 4.
Further, angle steel 3 is having a size of 30cm × 30cm × 3cm, and (angle steel 3 is straight towards 7 one side direction of post-cast strip for angle steel 3
It connects as the measure of exterior wall concrete protective layer is controlled, is typically provided with exterior wall coagulation between the frame body 5 of 7 side wall of concrete and post-cast strip
Protective soil layer), length 20cm is equidistant symmetrically placed (spacing is determined according to the broadband of post-cast strip 7 and amount of deflection).
Further, the length of steel plate 4 relationship proportional to the placement of angle steel 3 spacing, the length of steel plate 4 is than 3 spacing of angle steel
Long 10cm is directly placed at 3 top of angle steel when steel plate 4 is installed.
Further, the end of steel plate 4 is fixed with lower sleeping steel plate 6, and lower sleeping steel plate 6 is bent downward, and kink height is
The thickness of steel plate 4, the length of lower sleeping steel plate 6 are 10cm, and adjacent 4 end of the steel plate fitting in right side is located at the adjacent steel plate 4 in left side
The upper surface of the lower sleeping steel plate 6 of end.
Working principle: when the floor installation template of two sides, angle steel 3 is reserved in 7 two sides bottom surface of post-cast strip, has poured the mixed of two sides
After solidifying soil, 4 two sides of steel plate are placed on angle steel 3, sequence installs steel plate 4, and the steel plate 4 installed afterwards is pressed under previous piece the steel plate that crouches
On 6, achieved the effect that 7 one-piece casting of post-cast strip, avoided the problem of 7 demoulding of post-cast strip and transport, also for structure sediment or
Person's deformation provides space, while realizing effect of the steel plate 4 as template, ensure that it is parallel between adjacent steel plate 4, to
Post-cast strip 7 reaches when pouring the time, casting concrete, it is ensured that concrete compaction when casting concrete, after reaching dismounting condition
Frame body 5 supported on both sides is removed, the connection type between steel plate 4, which avoids individually stay at 7 position of post-cast strip, sets outrigger protection,
Time saving and energy saving, it is short that post-cast strip 7 pours the period, if floor needs to decorate, can be carried out by the way of plastering or brushing paint
Decoration, expanded metal lath 2 play the role of the reinforcing bar 1 for supporting upper layer and lower layer parallel and protection, ensure that safety, are suitble to promote.
A kind of floor slab back casting band of the utility model exempts from support system structure of transvers plate, and processing uses conventional material, production
It is simple and convenient, it is i.e. processable shown in attached drawing to specifications.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. support system structure of transvers plate is exempted from a kind of beam slab post-cast strip, it is characterised in that: including steel plate (4), angle steel (3), expanded metal lath
(2), reinforcing bar (1) and frame body (5), there are two the frame body (5) sets, the symmetrical shape setting of two frame bodies (5), the angle steel
(3) it is reserved in post-cast strip (7) bottom surface corner, the post-cast strip (7) is located between the frame body (5) on both sides, and the steel plate (4) is respectively
It is welded with the angle steel (3) of two sides, concrete has been poured in post-cast strip (7), the upper end of steel plate (4) is fitted with reinforcing bar (1), reinforcing bar
(1) upper end is fixed with expanded metal lath (2), and the upper end of the expanded metal lath (2) is also fixed with reinforcing bar (1), expanded metal lath (2) up and down two
The reinforcing bar (1) at end is parallel to each other.
2. support system structure of transvers plate is exempted from a kind of beam slab post-cast strip according to claim 1, it is characterised in that: the steel plate
(4) size determines that steel plate (4) middle position is equipped with V-shaped groove (8), the V of the V-shaped groove (8) according to the width of post-cast strip (7)
For font opening towards post-cast strip (7) one end, the height of projection of V-shaped is less than the thickness of steel plate (4).
3. support system structure of transvers plate is exempted from a kind of beam slab post-cast strip according to claim 1, it is characterised in that: the angle steel
(3) having a size of 30cm × 30cm × 3cm, angle steel (3) is equidistantly symmetrically put towards (7) one side direction of post-cast strip, length 20cm
It sets.
4. support system structure of transvers plate is exempted from a kind of beam slab post-cast strip according to claim 1, it is characterised in that: the steel plate
(4) length relationship proportional to angle steel (3) placement spacing, the length of steel plate (4) is than distance 10cm between angle steel (3), steel plate (4)
When installation, it is directly placed at angle steel (3) top.
5. support system structure of transvers plate is exempted from a kind of beam slab post-cast strip according to claim 1, it is characterised in that: the steel plate
(4) end is fixed with lower sleeping steel plate (6), and lower sleeping steel plate (6) bends downward, and kink height is the thickness of steel plate (4), under
The length of sleeping steel plate (6) is 10cm, and the fitting of right side adjacent steel plate (4) end is located under adjacent steel plate (4) end in left side
The upper surface of sleeping steel plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820560343.7U CN208202548U (en) | 2018-04-19 | 2018-04-19 | Support system structure of transvers plate is exempted from a kind of beam slab post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820560343.7U CN208202548U (en) | 2018-04-19 | 2018-04-19 | Support system structure of transvers plate is exempted from a kind of beam slab post-cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208202548U true CN208202548U (en) | 2018-12-07 |
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ID=64523526
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820560343.7U Expired - Fee Related CN208202548U (en) | 2018-04-19 | 2018-04-19 | Support system structure of transvers plate is exempted from a kind of beam slab post-cast strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208202548U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115405091A (en) * | 2022-07-25 | 2022-11-29 | 浙江潮远建设有限公司 | Beam plate post-cast strip closed front support-free system and construction method thereof |
-
2018
- 2018-04-19 CN CN201820560343.7U patent/CN208202548U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115405091A (en) * | 2022-07-25 | 2022-11-29 | 浙江潮远建设有限公司 | Beam plate post-cast strip closed front support-free system and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181207 |
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| CF01 | Termination of patent right due to non-payment of annual fee |