CN206467903U - Reinforced concrete floor dual control integral type cushion block - Google Patents
Reinforced concrete floor dual control integral type cushion block Download PDFInfo
- Publication number
- CN206467903U CN206467903U CN201720021675.3U CN201720021675U CN206467903U CN 206467903 U CN206467903 U CN 206467903U CN 201720021675 U CN201720021675 U CN 201720021675U CN 206467903 U CN206467903 U CN 206467903U
- Authority
- CN
- China
- Prior art keywords
- boss
- cushion block
- support feet
- reinforcement
- top surface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Floor Finish (AREA)
Abstract
The utility model is related to a kind of reinforced concrete floor dual control integral type cushion block of construction control, it includes support feet and a pair of lower support feets on a pair, upper support feet is that one high and one low, high upper support feet top surface to the vertical height between lower support foot plate surface is slab thickness.Its designing points is that one of them lower support feet is provided with the boss set towards cushion block front protrusion; boss as lower placing of reinforcement midsole placing of reinforcement support; boss bottom surface is with lower support foot plate surface in same level, and the vertical height of boss top surface to boss bottom surface is lower placing of reinforcement protective layer thickness；Above-mentioned high upper support feet top surface is to vertical height of the vertical height between low upper support feet top surface higher than boss top surface to boss bottom surface, and the vertical height being less than between the supreme support pocket bottom of high upper support feet top surface；Boss is not more than the thickness at cushion block front to the back side relative to the length of cushion block front protrusion.The utility model constructing operation is convenient, can effectively control reinforced concrete construction parameter.
Description
Technical field
The utility model is related to the construction control of building field, is a kind of reinforced concrete floor dual control integral type cushion block.
Background technology
Armored concrete is relatively conventional constructing structure in building field, and it is mixed by two kinds of materials of reinforcing bar and concrete
Conjunction is formed, and wherein reinforcing bar plays drawing-resistant function, and concrete plays resistance to compression effect, in the case where two kinds of materials cooperate, at utmost
The their own characteristic of performance, it is ensured that the security of structure.By taking existing reinforced concrete floor cushion block as an example, such as China is special
The Authorization Notice No. CN204081279U that sharp document is published, authorized announcement date on January 7th, 2015, the entitled " floor of utility model
Absolute altitude disjunctor split heads ", it is in cone type, highly equal to slab thickness, and upper surface is provided with the top bars being recessed vertically downward
Embedded groove, for limiting the position of floor reinforcing bar at the middle and upper levels；Lower surface is provided with the lower floor's reinforcing bar embedded groove being recessed vertically upward,
For limiting the position of lower floor's reinforcing bar in floor；Groove or projection of the side provided with annular, for waterproof and anti-dropout.Should
It is that can control the spacing of levels reinforcing bar in floor to plant cushion block, can carry out absolute altitude, the thickness of accurate control floor to floor again
Degree, but it is more difficult to the effective absolute altitude control of upper and lower layer thickness of protection tier progress.In addition, existing armored concrete
When floor cushion block is constructed, reinforcing bar therein lays the arrangement mode for from top to bottom usually requiring that " transverse and longitudinal is in length and breadth ", and existing pad
Often reinforcing bar arrangement operation is relatively complicated for block, and efficiency is low, adds construction labor intensity.Therefore, needing mixed to existing reinforcing bar
Solidifying Tulou board spacer is improved.
The content of the invention
To overcome above-mentioned deficiency, the purpose of this utility model is to provide a kind of reinforced concrete floor dual control one to this area
Body formula cushion block, makes it solve the more difficult upper and lower layer thickness of protection tier of control of existing similar cushion block, and constructing operation is more numerous
Trivial, efficiency is low, the larger technical problem of labor intensity.The purpose is to what is be achieved through the following technical solutions.
A kind of reinforced concrete floor dual control integral type cushion block, the cushion block includes support feet and a pair of lower supports on a pair
It is provided between pin, upper support feet between upper support notch, lower support feet and is provided with lower support notch, wherein upper support feet is one high by one
Low, high upper support feet top surface to the vertical height between lower support foot plate surface is slab thickness.Its structural feature is wherein
One lower support feet is provided with the boss set towards cushion block front protrusion, boss as lower placing of reinforcement midsole placing of reinforcement branch
Support, boss bottom surface is with lower support foot plate surface in same level, and the vertical height of boss top surface to boss bottom surface is lower placing of reinforcement
Protective layer thickness；Above-mentioned high upper support feet top surface to the vertical height between low upper support feet top surface is higher than the boss top
The vertical height of face to boss bottom surface, and less than the vertical height between the high supreme support pocket bottom of upper support feet top surface；
The boss is not more than the thickness at the cushion block front to the back side relative to the length of cushion block front protrusion.Said structure
In, the height of cushion block is corresponded between the thickness of reinforced concrete floor construction, the high supreme placing of reinforcement top surface of upper support feet top surface
Vertical range corresponds to upper placing of reinforcement protective layer thickness, and the vertical interval between upper support pocket bottom and lower support notch top is
Spacing between upper and lower placing of reinforcement, the lower placing of reinforcement protective layer thickness of height correspondence of boss, i.e., construct in reinforced concrete floor
In, the cushion block can be played to slab thickness, up and down upper placing of reinforcement protective layer thickness, placing of reinforcement spacing, lower placing of reinforcement protection thickness
The accurate absolute altitude control of degree, so as to ensure the precision and quality of construction.In addition, the high upper support feet top surface of cushion block with it is low
The locational space formed between upper support feet top surface, it is convenient in cushion block stack operation, coordinate with the boss of another cushion block, from
And cushion block stacked structure is stable, convenient packing, transport.
In above-mentioned reinforced concrete floor dual control integral type cushion block, the low upper support feet upward support slot it is intraoral one
Side is provided with groove or convex tendon.By the structure, the concrete after making that support slot is intraoral and pouring combined with cushion block it is more firm, from
And it is more stable and firm to make placing of reinforcement be combined with cushion block to a certain degree, it is difficult to disengage, improves overall after reinforced concrete construction
The stability of structure.
In above-mentioned reinforced concrete floor dual control integral type cushion block, the boss top surface, which is provided with, is used for lower placing of reinforcement midsole row
The locating slot of insertion positioning during reinforced bar support.By the structure, it can realize to the effective spacing of lower placing of reinforcement midsole placing of reinforcement, side
Just construct, improve the stability of construction.Or, the boss top surface is provided with slot, and slot connects vertical plate, when boss branch
During the bottom placing of reinforcement of the lower placing of reinforcement of support, the spacing bottom placing of reinforcement in plate side can equally realize above-mentioned purpose.Further, institute
The top for stating plate positions to the reinforcing bar through the lower support notch and supported along recess, recess is provided with.Be conducive to improving lower row's steel
The stability that muscle is combined with cushion block, so as to improve the stability of integral construction structure.
In above-mentioned reinforced concrete floor dual control integral type cushion block, the cushion block both sides are provided with the water stopping trough of arc, are used for
Cushion block sealing and anticreep.
The utility model structure is relatively simple, and constructing operation is convenient, and the cloth muscle for meeting upper and lower placing of reinforcement " transverse and longitudinal is in length and breadth " will
Ask, the cumbersome of steel bar spacer need to separately be set by eliminating, reduce labor intensity, improve efficiency of construction, can be effectively to reinforced concrete soil application
Reinforcing bar installation position, slab thickness, the protective layer thickness of work carry out absolute altitude control, and overall structure is easy to stack, packs, transports
It is defeated.Its cushion block for being suitable as reinforced concrete construction structure is used, or homogeneous structure improvement.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of the utility model frontal state.
Fig. 2 is the dimensional structure diagram of the utility model back side state.
Fig. 3 is the structural representation that the utility model lays upper and lower placing of reinforcement.
Fig. 4 is the broken section structural representation of improvement project one of the present utility model.
Fig. 5 is the structural representation of improvement project two of the present utility model.
Fig. 6 is the structural representation that Fig. 5 lays upper and lower placing of reinforcement.
Fig. 7 is the structural representation of improvement project three of the present utility model.
Fig. 8 is the structural representation that Fig. 7 lays upper and lower placing of reinforcement.
Sequence number and entitled in figure：1st, cushion block, 101, upper support feet, 102, lower support feet, 103, upper support notch, 104,
Lower support notch, 105, water stopping trough, 106, boss, 107, groove, 108, locating slot, 109, slot, 110, plate, 1101, recessed
Mouthful, 2, horizontally-arranged reinforcing bar, 3, tandem reinforcing bar.
Embodiment
In conjunction with accompanying drawing, the utility model is further described.
As Figure 1-3, the reinforced concrete floor dual control integral type cushion block is included on a pair under support feet 101 and a pair
It is provided between support feet 102, upper support feet between the upper support notch 103 worn and connect tandem reinforcing bar 3 in placing of reinforcement, lower support feet
Provided with wearing the lower support notch 104 that connects tandem reinforcing bar in lower placing of reinforcement, wherein upper support feet is set to be one high and one low, high upper branch
Spike top surface to the vertical height between lower support foot plate surface is slab thickness.The both sides of cushion block 1 are provided with the water stopping trough of arc
105, for cushion block sealing and anticreep.The major design of the present invention is that one of them lower support feet is provided with convex towards the cushion block front
Go out the boss 106 of disjunctor setting, boss is used as lower placing of reinforcement midsole placing of reinforcement（Horizontally-arranged reinforcing bar 2）Support, boss bottom surface with
Support foot plate surface in same level, the vertical height of boss top surface to boss bottom surface is lower placing of reinforcement protective layer thickness.It is above-mentioned
High upper support feet top surface is vertical higher than boss top surface to boss bottom surface to the vertical height between low upper support feet top surface
Highly, and less than the vertical height between the high supreme support pocket bottom of upper support feet top surface；Boss is relative to cushion block front
The length of protrusion is not more than the thickness at cushion block front to the back side.That is the high upper support feet top surface of cushion block and low lower support feet top surface
Between form a locational space, the locational space is adapted to coordinate with the boss of another cushion block, so as to facilitate cushion block to be formed surely
Fixed stacked structure, convenient packing, conveying.
Further, as shown in figure 4, as the improvement project one of the present invention, upper support feet 101 supports notch 103 upward
Interior side is provided with groove 107.By the groove, the concrete after making that support slot is intraoral and pouring is combined more firm with cushion block
Gu, so that it is more stable and firm placing of reinforcement is combined with cushion block to a certain degree, it is difficult to disengage, improves reinforced concrete construction
Integrally-built stability afterwards.The groove also can be replaced convex tendon, realize identical technical purpose.
Such as Fig. 5, Fig. 6 are improvement project two of the present invention, and it is used for horizontal stroke in lower placing of reinforcement for one mainly in the formation of boss 106
The locating slot 108 of the insertion positioning of placing of reinforcement 2.By in lower placing of reinforcement horizontally-arranged reinforcing bar it is effective spacing, improve constructing structure
Stability.Or, using improvement project three as shown in Figure 7, Figure 8, boss top surface is provided with slot 109, and slot connects vertical
Plate 110, when boss supports the horizontally-arranged reinforcing bar of lower placing of reinforcement, the spacing horizontally-arranged reinforcing bar in plate side can be equally realized under
Horizontally-arranged reinforcing bar is effective spacing in placing of reinforcement.Further, the top of plate is along provided with for positioning support through lower support notch
Tandem reinforcing bar recess 1101, by the recess can effectively in lower placing of reinforcement tandem reinforcing bar carry out limited support, under raising
The stability that placing of reinforcement is combined with cushion block, so as to improve the stability of constructing structure.
Above content is intended to illustrate the technological means of utility model, not limits technical scope of the present utility model.This
Art personnel do conspicuously improved with reference to existing common knowledge to the utility model, also fall into guarantor of the present utility model
Within the scope of shield.
Claims (6)
1. a kind of reinforced concrete floor dual control integral type cushion block, the cushion block（1）Including support feet on a pair（101）Under a pair
Support feet（102）, upper support notch is provided between upper support feet（103）, lower support notch is provided between lower support feet（104）,
Wherein upper support feet is that one high and one low, high upper support feet top surface is thick for floor to the vertical height between lower support foot plate surface
Degree；It is characterized in that one of them described lower support feet（102）Provided with towards the cushion block（1）The boss that front protrusion is set（106）,
Boss is as the support of lower placing of reinforcement midsole placing of reinforcement, and boss bottom surface is with lower support foot plate surface in same level, boss top surface
Vertical height to boss bottom surface is lower placing of reinforcement protective layer thickness；Above-mentioned high upper support feet top surface is to low upper support feet top
Vertical height of the vertical height higher than the boss top surface to boss bottom surface between face, and less than high upper support feet top surface extremely
Vertical height between upper support pocket bottom；The boss is not more than the pad relative to the length of cushion block front protrusion
The thickness at block front to the back side.
2. reinforced concrete floor dual control integral type cushion block according to claim 1, it is characterised in that the low upper branch
Spike（101）Notch is supported upward（103）Interior side is provided with groove（107）Or convex tendon.
3. reinforced concrete floor dual control integral type cushion block according to claim 1, it is characterised in that the boss（106）
Top surface, which is provided with, is used for the locating slot of insertion positioning when lower placing of reinforcement midsole placing of reinforcement is supported（108）.
4. reinforced concrete floor dual control integral type cushion block according to claim 1, it is characterised in that the boss（106）
Top surface is provided with slot（109）, the vertical plate of slot connection（110）, when boss supports the bottom placing of reinforcement of lower placing of reinforcement, plate
The spacing bottom placing of reinforcement in side.
5. reinforced concrete floor dual control integral type cushion block according to claim 4, it is characterised in that the plate（110）
Top along be provided with recess（1101）, recess is to through the lower support notch（104）Reinforcing bar positioning support.
6. reinforced concrete floor dual control integral type cushion block according to claim 1, it is characterised in that the cushion block（1）Two
Side is provided with the water stopping trough of arc（105）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720021675.3U CN206467903U (en) | 2017-01-09 | 2017-01-09 | Reinforced concrete floor dual control integral type cushion block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720021675.3U CN206467903U (en) | 2017-01-09 | 2017-01-09 | Reinforced concrete floor dual control integral type cushion block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206467903U true CN206467903U (en) | 2017-09-05 |
Family
ID=59704985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720021675.3U Active CN206467903U (en) | 2017-01-09 | 2017-01-09 | Reinforced concrete floor dual control integral type cushion block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206467903U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653786A (en) * | 2017-10-31 | 2018-02-02 | 中铁十六局集团第三工程有限公司 | Ramp bridge scaffold curved plate overlaps bearing |
| CN111894208A (en) * | 2020-07-16 | 2020-11-06 | 五冶集团上海有限公司 | Double-layer bidirectional concrete cushion block |
-
2017
- 2017-01-09 CN CN201720021675.3U patent/CN206467903U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653786A (en) * | 2017-10-31 | 2018-02-02 | 中铁十六局集团第三工程有限公司 | Ramp bridge scaffold curved plate overlaps bearing |
| CN107653786B (en) * | 2017-10-31 | 2024-02-13 | 中铁十六局集团第三工程有限公司 | Arc steel plate superposed support of scaffold of slope bridge |
| CN111894208A (en) * | 2020-07-16 | 2020-11-06 | 五冶集团上海有限公司 | Double-layer bidirectional concrete cushion block |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206467903U (en) | Reinforced concrete floor dual control integral type cushion block | |
| CN207453571U (en) | A kind of cooling stack using two-way beam and slab type ring foundation | |
| CN205839740U (en) | The building enclosure that a kind of vertical cross section-variable underground continuous wall is combined with agent structure | |
| CN106988451A (en) | A kind of building external sunshade wall | |
| CN105239672B (en) | A kind of shearing resistance anti-pulling connector | |
| CN106400609A (en) | Novel rail plate | |
| CN206971462U (en) | Fill the connecting pole of wall | |
| CN204826379U (en) | Composite block | |
| CN205531026U (en) | Basic unit's framework of steel reinforcement lip block | |
| CN206438519U (en) | A kind of reinforcing bar cage friction pile | |
| CN204531137U (en) | A kind of assembled building block, assembled building block body of wall | |
| CN104416659A (en) | Combined mould for total permeable bricks | |
| CN210288778U (en) | Aerated concrete block filling wall | |
| CN207794404U (en) | A kind of assembling type steel structure construction floor | |
| CN204780967U (en) | Be applied to high board position raft board basis of transformer substation's complex building | |
| CN202706335U (en) | Cushion block of concrete cover | |
| CN208009476U (en) | A kind of FS final spice transport base | |
| CN202731107U (en) | Protective layer cushion block made of high-strength polymer mortar | |
| CN206109880U (en) | Damping protection type railway roadbed structure | |
| CN205046577U (en) | Simple and easy retaining wall | |
| CN205475988U (en) | Brickwork that a public generating circle head building block and building block were built by laying bricks or stones | |
| CN215166843U (en) | Green and environment-friendly gangue sintered brick with sound insulation function | |
| CN207110212U (en) | A kind of laminated heat-preserving building block with reinforcement structure | |
| CN208501720U (en) | Basic beam slab and the molding die for forming it | |
| CN207484503U (en) | A kind of novel rectangular slab of stone isolated footing area of base structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |