CN204826427U - Two accuse precast concrete cushions of floor cover to reinforcement - Google Patents
Two accuse precast concrete cushions of floor cover to reinforcement Download PDFInfo
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- CN204826427U CN204826427U CN201520570298.XU CN201520570298U CN204826427U CN 204826427 U CN204826427 U CN 204826427U CN 201520570298 U CN201520570298 U CN 201520570298U CN 204826427 U CN204826427 U CN 204826427U
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- reinforcement
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- floor
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Abstract
The utility model relates to a two accuse precast concrete cushions of floor cover to reinforcement, this protective layer cushion includes a pair of supporting legs and a pair of bottom suspension spike gone up, go up to be equipped with between the supporting legs and support the notch, be equipped with the under bracing notch between the bottom suspension spike, it is one short one length to go up the supporting legs for two, vertical height between long last supporting legs top to the under bracing sole portion is floor thickness, vertical height between long last supporting legs top to the short last supporting legs top is placing of reinforcement protective layer thickness, under bracing sole portion under in the under bracing notch vertical height between the placing of reinforcement bottom side for the placing of reinforcement protective layer thickness down. This design is compared with prior art, can realize floor thickness simultaneously, go up injecing of placing of reinforcement protective layer thickness, lower placing of reinforcement protective layer thickness, need not can to realize the floor of corresponding thickness and floor cover to reinforcement with the help of extra support piece to pour, and it is comparatively convenient to be under construction, and intensity of labour and cost are lower, and the efficiency of construction is high, and the quality is comparatively reliable.
Description
Technical field
The utility model relates to building field, is a kind of floor bar topping dual control precast concrete cushion block.
Background technology
At engineering construction field; during floor slab structure construction; strict control floor plan thickness and thickness of protection tier are very important on the safety of structure, durability impact, and a kind of construction technology therefore must be had effectively to control protective layer thickness and the floor plan thickness of floor two placing of reinforcement.Traditional construction generally adopts knockdown method to control protective layer thickness and the slab thickness of reinforcing bar, there is quality control difficulty large, the common faults such as inconvenient operation.Such as, on floor, placing of reinforcement adopts the split heads of the shape such as " A ", " H ", " I " font to support gluten, lower placing of reinforcement adopts plastic cushion, cement blockages etc. are as topping cushion block, slab thickness then adopts " instrument controlling method ", methods such as " reinforcing bar insertions " controls, and these methods exist following shortcoming: 1. traditional split heads specification is many and assorted, irregularities during actual installation; 2. work consuming consuming time is processed in field fabrication; 3. stable material quality is poor, stressedly easily crackedly to cave in afterwards; 4. manual manufacture cushion block real size deviation is large; 5. construction cost is high, and green construction is not up to standard; 6. construction quality is difficult to control; 7. combination operation management difficulty is large.For this reason, need to be improved existing cushion block of concrete bar protective layer.
Summary of the invention
For overcoming above-mentioned deficiency, the purpose of this utility model provides a kind of floor bar topping dual control precast concrete cushion block, makes it solve existing like product function singleness, installs comparatively loaded down with trivial details, that construction quality is difficult to guarantee technical problem.Its objective is and to be achieved through the following technical solutions.
A kind of floor bar topping dual control precast concrete cushion block, this topping cushion block comprises the upper support notch for supporting placing of reinforcement on floor, and for supporting the lower support notch of underfloor placing of reinforcement.Its structural feature is that described topping cushion block comprises feet and a pair lower support pin on a pair, described upper support notch is provided with between upper feet, described lower support notch is provided with between lower support pin, wherein two upper feets are a short length, long upper feet top is slab thickness to the vertical height between lower support foot bottom, vertical height between long upper feet top to short upper feet top is upper placing of reinforcement protective layer thickness, vertical height in lower support foot bottom to described lower support notch between lower placing of reinforcement bottom side is lower placing of reinforcement protective layer thickness.This design compared with prior art; the restriction to slab thickness, upper placing of reinforcement protective layer thickness, lower placing of reinforcement protective layer thickness can be realized simultaneously; floor and floor bar topping without the need to can realize respective thickness by additional support are built; construction more for convenience; labour intensity and cost lower; efficiency of construction is high, and quality is comparatively reliable.
One shorter in two described upper feets upper feet end is plane, and on another, the end of feet is protruding cambered surface; The end of two described lower support pin is plane.By this design, improve the stability of strutting system of topping cushion block on the one hand, improve the firmness that topping cushion block is connected with cast-in-situ floor concrete on the other hand.
Waist between the upper feet of described topping cushion block, lower support pin is provided with the waterproof ring of concave or convex.Designed by this waterproof ring, effectively prevent floor by topping cushion block seepage.
Lower support notch inner bottom part between two described lower support pin is embedded with for supporting in lower support notch lower placing of reinforcement.By being coordinated with topping cushion block by lower cushion block, globality is better, uses more for convenience, supports comparatively stable.
The mounting method of this floor bar topping dual control precast concrete cushion block is: first determine slab thickness, and floor interior upper placing of reinforcement protective layer thickness, lower placing of reinforcement protective layer thickness, the described topping cushion block of correspondingly-sized is then chosen according to this slab thickness and protective layer thickness; During installation; first floor bar is carried out the fixing formation of colligation upper placing of reinforcement, lower placing of reinforcement; then by placing of reinforcement under lower cushion block supporting and location; again the lower support notch of described topping cushion block and lower placing of reinforcement contraposition are placed; upper placing of reinforcement is positioned in the upper support notch of described topping cushion block; complete the location of placing of reinforcement on floor, lower placing of reinforcement; finally carry out concreting according to the height of described topping cushion block; vibrated by machinery, modify leveling, plastic film covering maintenance, namely complete concrete floor slab placement construction.
The utility model structure is comparatively simple, and more for convenience, installation strength is low, and operating efficiency is high in construction, and the reinforcement cover pad being suitable for all kinds of concrete floor slab placement construction of building field uses soon, or the improvement of similar construction method.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation that Fig. 1 improves.
Fig. 3 is the structural representation that the utility model is built, and in figure, H represents slab thickness, and h1 represents placing of reinforcement protective layer thickness, and h2 represents lower placing of reinforcement protective layer thickness.
Fig. 4 is the structural representation that the utility model is installed.
Fig. 5 is the structural representation of concrete floor slab placement construction after the utility model is installed, and in figure, H represents slab thickness, and h1 represents placing of reinforcement protective layer thickness, and h2 represents lower placing of reinforcement protective layer thickness.
In figure, the name of sequence number is called: 1, topping cushion block, 101, upper feet, 102, waterproof ring, 103, lower support pin, 104, upper support notch, 105, lower support notch, 2, lower cushion block, 3, upper placing of reinforcement, 4, lower placing of reinforcement, 5, concreting.
Detailed description of the invention
Now by reference to the accompanying drawings, the utility model is further described.
As shown in Figure 1, Figure 3; this floor bar topping dual control precast concrete cushion block; be called for short " topping cushion block 1 "; its main body is a concrete element in H-shaped, comprises on a pair and is provided with support notch 104 between feet 101 and a pair lower support pin, 103, two upper feets; lower support notch 105 is provided with between two lower support pin; and two upper feets be that one is long and the other is short arranges, the upper feet end grown is protruding cambered surface, and short upper feet and two lower support foot portions are plane.Long upper feet top is slab thickness H to the vertical height between lower support sole end; vertical height between long upper feet top to short upper feet top is upper placing of reinforcement protective layer thickness h1, and the vertical height in lower support foot bottom to lower support notch between lower placing of reinforcement bottom side is lower placing of reinforcement protective layer thickness h2.Waist between the upper feet of topping cushion block, lower support pin is provided with the waterproof ring 102 of concave or convex.
As shown in Figure 2, the conveniently installation of this topping cushion block 1, also can by lower support notch 105 bottom design of topping cushion block for can embed lower cushion block 2, by lower placing of reinforcement 4 supporting and location of this lower cushion block to floor.
As in Figure 3-5, construction method of installation of the present utility model is: first determine slab thickness H, and floor interior upper placing of reinforcement protective layer thickness h1, lower placing of reinforcement protective layer thickness h2, the topping cushion block 1 of correspondingly-sized is then chosen according to this slab thickness and protective layer thickness; During installation; first floor bar is carried out the fixing formation of colligation upper placing of reinforcement 3, lower placing of reinforcement 4; then by placing of reinforcement under lower cushion block 2 supporting and location; again the lower support notch 105 of topping cushion block is placed with lower placing of reinforcement contraposition; upper placing of reinforcement is positioned in the upper support notch 104 of topping cushion block, completes the location of placing of reinforcement on floor, lower placing of reinforcement.Finally carry out concreting 5 according to the height of topping cushion block, vibrated by machinery, modify leveling, plastic film covering maintenance, namely complete concrete floor slab placement construction.
Above content is intended to technological means of the present utility model is described, and unrestricted technical scope of the present utility model.Those skilled in the art do apparent improvement in conjunction with existing common practise to the utility model, within the protection domain also falling into the utility model claim.
Claims (4)
1. a floor bar topping dual control precast concrete cushion block, this topping cushion block (1) comprises the upper support notch (104) for supporting placing of reinforcement on floor (3), and for supporting the lower support notch (105) of underfloor placing of reinforcement (4), it is characterized in that described topping cushion block (1) comprises feet on a pair (101) and a pair lower support pin (103), described upper support notch (104) is provided with between upper feet, described lower support notch (105) is provided with between lower support pin, wherein two upper feets are a short length, long upper feet top is slab thickness to the vertical height between lower support foot bottom, vertical height between long upper feet top to short upper feet top is upper placing of reinforcement protective layer thickness, vertical height in lower support foot bottom to described lower support notch between lower placing of reinforcement bottom side is lower placing of reinforcement protective layer thickness.
2. floor bar topping dual control precast concrete cushion block according to claim 1, one shorter in feet (101) on its feature is described at two upper feet end is plane, and on another, the end of feet is protruding cambered surface; The end of two described lower support pin (103) is plane.
3. floor bar topping dual control precast concrete cushion block according to claim 1, is characterized in that the waist between the upper feet (101) of described topping cushion block (1), lower support pin (103) is provided with the waterproof ring (102) of concave or convex.
4. floor bar topping dual control precast concrete cushion block according to claim 1, is characterized in that lower support notch (105) inner bottom part between described lower support pin (103) is embedded with for supporting the lower cushion block (2) descending placing of reinforcement (4) in lower support notch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520570298.XU CN204826427U (en) | 2015-07-31 | 2015-07-31 | Two accuse precast concrete cushions of floor cover to reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520570298.XU CN204826427U (en) | 2015-07-31 | 2015-07-31 | Two accuse precast concrete cushions of floor cover to reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826427U true CN204826427U (en) | 2015-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520570298.XU Active CN204826427U (en) | 2015-07-31 | 2015-07-31 | Two accuse precast concrete cushions of floor cover to reinforcement |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019605A (en) * | 2015-07-31 | 2015-11-04 | 宁波建工股份有限公司 | Floor slab reinforcement protective layer double-control precast concrete cushion block and installation method thereof |
| CN106481027A (en) * | 2016-12-26 | 2017-03-08 | 河南省第建筑工程集团有限责任公司 | Floor quality integrated control method and multi-functional floor quality control module used |
| CN112922204A (en) * | 2020-12-31 | 2021-06-08 | 南京大地建设科技有限责任公司 | Construction method of heat-preservation sound-insulation floor slab |
-
2015
- 2015-07-31 CN CN201520570298.XU patent/CN204826427U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019605A (en) * | 2015-07-31 | 2015-11-04 | 宁波建工股份有限公司 | Floor slab reinforcement protective layer double-control precast concrete cushion block and installation method thereof |
| CN106481027A (en) * | 2016-12-26 | 2017-03-08 | 河南省第建筑工程集团有限责任公司 | Floor quality integrated control method and multi-functional floor quality control module used |
| CN112922204A (en) * | 2020-12-31 | 2021-06-08 | 南京大地建设科技有限责任公司 | Construction method of heat-preservation sound-insulation floor slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170209 Address after: Jiangdong District 315040 Zhejiang city of Ningbo Province Ning Chuan Road No. 538 Patentee after: NINGBO JIANGONG ENGINEERING GROUP CO., LTD. Address before: Jiangdong District 315040 Zhejiang city of Ningbo Province Ning Chuan Road No. 538 Patentee before: Ningbo Construction Co., Ltd. |