CN209556142U - A kind of bilayer drawknot floor - Google Patents
A kind of bilayer drawknot floor Download PDFInfo
- Publication number
- CN209556142U CN209556142U CN201821848828.2U CN201821848828U CN209556142U CN 209556142 U CN209556142 U CN 209556142U CN 201821848828 U CN201821848828 U CN 201821848828U CN 209556142 U CN209556142 U CN 209556142U
- Authority
- CN
- China
- Prior art keywords
- double
- building block
- deck
- embedded portion
- drawknot
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model proposes a kind of double-deck drawknot floors, it is characterized by comprising building block interconnecting pieces and the double-deck embedded portion, the building block interconnecting piece is equipped with several nail holes, building block interconnecting piece one end is connect with the double-deck embedded portion, the bilayer embedded portion includes the upper and lower, lower layer's other end is equipped with groove, and the groove slot bottom width is greater than width of rebate.Compared with prior art, a kind of double-deck drawknot floor of the utility model, it is structurally reasonable, the double-deck embedded portion be cast with after reinforced column, the groove and chamber of upper layer lower layer play effective constraint wall and earth pillar generates relative displacement, to prevent the effect cracked between the two, the nail hole of building block interconnecting piece can make interconnecting piece realize connection by the building block of nail and aerated concrete wall, it is high by nailing device operation joint efficiency, to solve easily to crack between aerated concrete wall and reinforced column in the prior art, reinforcing bar is buried troublesome in poeration, the technical problems such as the low deficiency of work efficiency.
Description
[technical field]
The utility model relates to wall material accessories technical field, in particular to a kind of double-deck drawknot floor.
[background technique]
Cast-in-situ reinforced concrete column is usually required in the corner of the aerated concrete wall built, to prevent aerating mixed
Contact side between solidifying cob wall body and reinforced column is cracked, and the prior art is usually using following measure: being built
When building aerated concrete wall, each stripping and slicing of neighbouring reinforced column reserved space is required to open up groove in its top surface, with
Reinforcing bar is placed, then is tamped and is filled and led up by cement mortar, until the suitable for reading of groove is filled up, when the masonry for completing aerated concrete wall
After the laying of reinforcing bar, just carry out in cast-in-situ reinforced concrete column.Since the embedded operation of reinforcing bar is needed by aerating coagulation
The top surface of the stripping and slicing of soil opens up groove and is just achieved, and there are reinforcing bars to bury troublesome in poeration, the low deficiency of work efficiency.
[utility model content]
The purpose of the utility model is to overcome above-mentioned the deficiencies in the prior art, provide a kind of double-deck drawknot floor, purport
Solve easily crack between aerated concrete wall and reinforced column in the prior art, reinforcing bar bury it is troublesome in poeration,
The technical problems such as the low deficiency of work efficiency.
To achieve the above object, the utility model proposes a kind of double-deck drawknot floors, it is characterised in that: connects including building block
Socket part and the double-deck embedded portion, the building block interconnecting piece are equipped with several nail holes, and building block interconnecting piece one end is buried with bilayer
If portion connects, the bilayer embedded portion includes the upper and lower, connecting column is equipped between the lower layer and upper layer, the lower layer is another
One end is equipped with groove, and the slot bottom width of the groove is greater than width of rebate, and the superstructure is consistent with understructure.
Preferably, the building block interconnecting piece is in isosceles trapezoidal structure, the company of the building block interconnecting piece and the double-deck embedded portion
It meets place and is equipped with inclination angle, the maximum width of the building block interconnecting piece is less than the width of building block.
Preferably, the connecting column is in front and back solid construction, it is equipped with chamber between connecting column and double-deck embedded portion one end,
The chamber is in front and back communicating structure, and a through-hole for casting is equipped with above the chamber, and the through-hole is in a chamber
Centre.
Preferably, the quantity in the nail hole is 3-5.
Preferably, the height of the bilayer embedded portion is lower than the height of building block, the width of the bilayer embedded portion is less than
The width of building block.
Preferably, the groove of the upper and lower is dovetail trench structure.
Preferably, the groove of the upper and lower is " Ω " type structure.
The utility model has the beneficial effects that compared with prior art, a kind of double-deck drawknot floor provided by the utility model,
It is structurally reasonable, by the groove of the double-deck embedded portion the upper and lower, because of the spy that there is groove slot bottom width to be greater than width of rebate
Sign, the double-deck embedded portion are cast with after reinforced column, and upper layer lower bay and chamber play effective constraint aerating
Concrete wall and reinforced column generate relative displacement, to prevent the effect cracked between the two, building block interconnecting piece
Nail hole interconnecting piece can be made to realize by the building block of nail and aerated concrete wall connect, operate and connect by nailing device
High-efficient, to solve easily to crack between aerated concrete wall and reinforced column in the prior art, reinforcing bar is embedded
It is troublesome in poeration, the technical problems such as low deficiency of work efficiency.
The feature and advantage of the utility model will be described in detail by embodiment combination attached drawing.
[Detailed description of the invention]
Fig. 1 is a kind of structural schematic diagram of the double-deck drawknot floor of the utility model embodiment；
Fig. 2 is a kind of side schematic view of the double-deck drawknot floor of the utility model embodiment.
In figure: 1- building block interconnecting piece, 11- nail hole, 2- bilayer embedded portion, 21- groove, 211- notch, 212- slot bottom,
22- connecting column, the upper layer 23-, 24- lower layer, the inclination angle 3-.
[specific embodiment]
To make the objectives, technical solutions and advantages of the present invention clearer, below by accompanying drawings and embodiments,
The present invention will be further described in detail.However, it should be understood that specific embodiment described herein is only used to solve
The utility model is released, the range being not intended to limit the utility model.In addition, in the following description, being omitted to known features
With the description of technology, to avoid the concept for unnecessarily obscuring the utility model.
Refering to fig. 1, a kind of double-deck drawknot floor, it is characterised in that: described including building block interconnecting piece 1 and the double-deck embedded portion 2
Building block interconnecting piece 1 is equipped with several nail holes 11, and described 1 one end of building block interconnecting piece is connect with the double-deck embedded portion 2, the bilayer
Embedded portion 2 includes upper layer 23 and lower layer 24, and connecting column 22,23 other end of lower layer are equipped between the lower layer 23 and upper layer 24
Equipped with groove 21,212 width of slot bottom of the groove 21 is greater than 211 width of notch, 24 structure of upper layer and 23 structure of lower layer
Unanimously.
The building block interconnecting piece 1 is in isosceles trapezoidal structure, and the building block interconnecting piece 1 and the junction of the double-deck embedded portion 2 are set
There is inclination angle 3, the maximum width of the building block interconnecting piece 1 is less than the width of building block.
The connecting column 22 is in front and back solid construction, and connecting column 22 and the double-deck embedded portion are equipped with chamber 221 between 2 one end,
The chamber 221 is in front and back communicating structure, and a through-hole 222 for casting, the through-hole are equipped with above the chamber 221
222 are located at 221 center of chamber.
The quantity in the nail hole 11 is 3-5.
The height of the bilayer embedded portion 2 is lower than the height of building block, and the width of the bilayer embedded portion 2 is less than the width of building block
Degree.
The groove 21 of the upper layer 24 and lower layer 23 is dovetail trench structure.
The groove 21 of the upper layer 24 and lower layer 23 is " Ω " type structure.
Utility model works process:
A kind of double-deck drawknot floor of the utility model during the work time, it is mixed first to reserve reinforcing bar between building block and building block
Building block interconnecting piece 1 is fixed on the top surface of building block by nail hole 11, makes the double-deck embedded portion 2 by the casting space of solidifying earth pillar
One layer of bonding agent is coated in the casting space of the reinforced column of the side of building block, and then in the top surface of building block, by viscous
Agent is connect by entire building block interconnecting piece 1 bonding on the top surface of building block, same method operates another piece of building block, until building
It builds to form aerated concrete wall, followed by cast-in-situ reinforced concrete column operation is carried out, makes the double-deck drawknot in every skin building block
The double-deck embedded portion 2 of floor is all embedded in reinforced column, and the groove 21 and chamber 221 of upper layer 23 and lower layer 24 rise
It has arrived effective constraint aerated concrete wall and reinforced column generates relative displacement, to prevent from cracking between the two
Effect, thus solve easily crack between aerated concrete wall and reinforced column in the prior art, reinforcing bar bury
It is troublesome in poeration, the technical problems such as low deficiency of work efficiency.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modification, equivalent replacement or improvement etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (7)
1. a kind of bilayer drawknot floor, it is characterised in that: including building block interconnecting piece (1) and the double-deck embedded portion (2), the building block connects
Socket part (1) is equipped with several nail holes (11), and described building block interconnecting piece (1) one end is connect with the double-deck embedded portion (2), described double
Layer embedded portion (2) includes upper layer (23) and lower layer (24), is equipped with connecting column (22) between the lower layer (23) and upper layer (24), institute
Lower layer's (23) other end is stated equipped with groove (21), slot bottom (212) width of the groove (21) is greater than notch (211) width, institute
It is consistent with lower layer's (23) structure to state upper layer (24) structure.
2. a kind of double-deck drawknot floor described in accordance with the claim 1, it is characterised in that: the building block interconnecting piece (1) is in isosceles
The junction of trapezium structure, the building block interconnecting piece (1) and the double-deck embedded portion (2) is equipped with inclination angle (3), the building block interconnecting piece
(1) maximum width is less than the width of building block.
3. a kind of double-deck drawknot floor described in accordance with the claim 1, it is characterised in that: the connecting column (22) is solid in front and back
Structure is equipped with chamber (221) between connecting column (22) and double-deck embedded portion (2) one end, and the chamber (221) is in front and back perforation knot
Structure, chamber (221) top are equipped with a through-hole (222) for casting, and the through-hole (222) is located in chamber (221)
Centre.
4. a kind of double-deck drawknot floor described in accordance with the claim 1, it is characterised in that: the quantity of the nail hole (11) is 3-
5.
5. a kind of double-deck drawknot floor described in accordance with the claim 1, it is characterised in that: the height of the bilayer embedded portion (2)
Lower than the height of building block, the width of the bilayer embedded portion (2) is less than the width of building block.
6. a kind of double-deck drawknot floor described in accordance with the claim 1, it is characterised in that: the upper layer (24) and lower layer (23)
Groove (21) is dovetail trench structure.
7. a kind of double-deck drawknot floor described in accordance with the claim 1, it is characterised in that: the upper layer (24) and lower layer (23)
Groove (21) is " Ω " type structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821848828.2U CN209556142U (en) | 2018-11-09 | 2018-11-09 | A kind of bilayer drawknot floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821848828.2U CN209556142U (en) | 2018-11-09 | 2018-11-09 | A kind of bilayer drawknot floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209556142U true CN209556142U (en) | 2019-10-29 |
Family
ID=68299507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821848828.2U Active CN209556142U (en) | 2018-11-09 | 2018-11-09 | A kind of bilayer drawknot floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209556142U (en) |
-
2018
- 2018-11-09 CN CN201821848828.2U patent/CN209556142U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108277814A (en) | Stake top counterfort wall supporting construction and construction method | |
| CN205576955U (en) | Raft foundation's reinforced structure is displaced into to strip footing | |
| CN203795438U (en) | Miniature anchored pile and soil nailing wall combined retaining structure | |
| CN109386050A (en) | A kind of multi-layer combined type house structure | |
| CN111764522A (en) | Anti-leakage building floor post-cast strip structure and pouring method | |
| CN106639196A (en) | Construction method for cast-in-place slab staircase with the lower end provided with steel plate sliding support | |
| CN105756377B (en) | A kind of swimming pool and its construction method | |
| CN207348229U (en) | A kind of connection structure of caisson and partition wall | |
| CN209556142U (en) | A kind of bilayer drawknot floor | |
| KR102533318B1 (en) | a functional Reinforced Earth Block | |
| RU55388U1 (en) | SPATIAL REINFORCED CONCRETE FOUNDATION PLATFORM FOR SMALL-STOREY BUILDINGS FOR CONSTRUCTION IN SPECIAL GROUND CONDITIONS AND SEISMICITY IN ASSEMBLY AND MONOLITHIC OPTIONS | |
| CN215857879U (en) | Post-cast strip for bottom plate of underground chamber | |
| CN105113350A (en) | Pier abutment roadbed structure and construction method | |
| CN213806004U (en) | Rear plug opening mounting structure of autoclaved aerated concrete block wall | |
| CN210086685U (en) | Prefabricated staircase and connection structure of prefabricated staircase and floor slab | |
| CN213296418U (en) | Cantilever type retaining wall | |
| JP2862147B2 (en) | Basement wall construction method using concrete formwork panels | |
| CN201943244U (en) | Hollow block for buildings | |
| CN208685813U (en) | A kind of plug-in parapet connecting node construction of clear-water concrete | |
| CN205875490U (en) | Prefabricated reinforced concrete antiskid leak protection water roof boarding floor crossbeam combination that falls | |
| CN206267442U (en) | A kind of lower end sets the cast-in-place cranked slab stairs of steel plate sliding support | |
| CN206256367U (en) | A kind of steel ripple slab arch bridge sidewall structure | |
| CN213174522U (en) | Hollow structure steel bar precast concrete stair | |
| CN213173747U (en) | Main building basement fire elevator deep basal pit node structure | |
| CN110130588A (en) | A kind of device supporting floor upper and lower level reinforcing bar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |