CN206070286U - The constructing device and mattess of mattess - Google Patents
The constructing device and mattess of mattess Download PDFInfo
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- CN206070286U CN206070286U CN201621041957.1U CN201621041957U CN206070286U CN 206070286 U CN206070286 U CN 206070286U CN 201621041957 U CN201621041957 U CN 201621041957U CN 206070286 U CN206070286 U CN 206070286U
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Abstract
The utility model discloses a kind of constructing device of mattess, including：Multiple expanded joint structures, are placed on ground to be cast, and ground to be cast is isolated into multiple adjacent units to be cast for cast concrete in which；Many set force transferring structures, often cover the lower section that force transferring structure correspondence is placed in an expanded joint structure；Wherein, the expanded joint structure is with for the separator as the isolation seam between adjacent concrete unit；Wherein, the force transferring structure is detachably connected with a pair of force transmission elements for adjacent concrete unit is linked together, and a pair of force transmission elements.Constructing device of the present utility model, Ground to be cast is divided into into the unit to be cast of multiple junior units, after concrete is poured into a mould, adjacent junior unit mattess is each settled, greatly reduce attractive in appearance at the area of cracks of mattess, and the crack ftractureed；Additionally, this utility model also provides a kind of mattess with above-mentioned constructing device.
Description
Technical field
This utility model is related to technical field of building construction, more particularly to a kind of constructing device and coagulation of mattess
Soil face.
Background technology
After the completion of concrete ground construction, as the differential settlement of concrete can produce the phenomenon of ground cracking, because
This, traditional method is that 5*5m (or bigger spacing) is carried out on mattess using cutting machine where it there is sedimentation
Expansion joint is cut, but, although cut in mattess, whole mattess or an entirety, it is to avoid no
Cracking.
The content of the invention
This utility model is exactly to solve the above problems, there is provided a kind of constructing device of mattess, its structure letter
It is single, Ground to be cast is divided into into the unit to be cast of multiple junior units, after concrete is poured into a mould, is made adjacent little
Unit mattess each can be settled, and greatly reduce attractive in appearance at the area of cracks of mattess, and the crack ftractureed；
Additionally, this utility model also provides a kind of mattess with above-mentioned constructing device.
To realize above-mentioned purpose of the present utility model, on the one hand this utility model provides a kind of construction dress of mattess
Put, which includes：Multiple expanded joint structures, are placed on ground to be cast, and ground to be cast is isolated into multiple adjacent being used for
The unit to be cast of concrete is poured into a mould in which；Many set force transferring structures, often cover force transferring structure correspondence and are placed in an expansion joint knot
The lower section of structure；Wherein, the expanded joint structure is with for the separator as the isolation seam between adjacent concrete unit；Its
In, the force transferring structure is with a pair of force transmission elements for adjacent concrete unit is linked together, and a pair of force transmission elements can
Dismounting connection.
Wherein, the pair of force transmission element plug connection.
Wherein, the pair of force transmission element is a pair of pipe fittings of plug connection.
Or, the pair of force transmission element is a pair of connecting plates of plug connection.
Wherein, the separator is channel-section steel or U-shaped steel.
Preferably, the separator is cantilever arm channel-section steel with holes or U-shaped steel.
This utility model also provides a kind of mattess, and which includes：Multiple expanded joint structures, are placed in ground to be cast
On, ground to be cast is isolated into into multiple adjacent units to be cast；Many set force transferring structures, often cover force transferring structure correspondence and are placed in
The lower section of one expanded joint structure；Multiple concrete units, are cast in multiple units to be cast successively；Wherein, it is described flexible
Crack structure is with for the separator as the isolation seam between adjacent concrete unit；Wherein, the force transferring structure has and uses
In a pair of force transmission elements being detachably connected that adjacent concrete unit links together；Wherein, the adjacent concrete unit
It is integrated with corresponding separator and a pair of dowel steel cast.
Wherein, the pair of force transmission element plug connection.
Wherein, the pair of force transmission element is a pair of pipe fittings or a pair of connecting plates of plug connection.
Wherein, the separator is channel-section steel or U-shaped steel.
Compared with prior art, the constructing device and mattess of mattess of the present utility model has following excellent
Point：
1st, the mattess of this utility model embodiment, with expanded joint structure and force transferring structure, in cast concrete
When, it is poured into a pair of biographies of the concrete in adjacent unit to be cast and the separator and force transferring structure of corresponding expanded joint structure
Power part condenses and is integrated, and forms the multiple concrete units being mutually isolated using separator as expansion joint, is easy to adjacent
The respective subsidence crack of concrete unit.
2nd, the mattess of this utility model embodiment, a pair of force transmission elements being cast in adjacent concrete unit are inserted
Connection is pulled out, therefore, when after construction, subsidence crack phenomenon occurs in mattess, adjacent concrete unit each can be settled,
Avoid whole mattess cracking, greatly reduce area of cracks.
3rd, the mattess of this utility model embodiment, is isolated by separator between adjacent concrete unit, in phase
When the phenomenon of subsidence crack occurs in adjacent concrete unit, can ftracture along the cantilever arm of separator so that splitting at cracking gap
Seam is neat, attractive in appearance.
Below in conjunction with the accompanying drawings this utility model is described in detail.
Description of the drawings
Fig. 1 is the sectional view of the mattess of this utility model embodiment；
Fig. 2 is the front view of the separator of this utility model one embodiment；
Fig. 3 is the top view of separator shown in Fig. 2；
Fig. 4 is the front view of a pair of force transmission elements of this utility model one embodiment；
Fig. 5 is the top view of a pair of force transmission elements shown in Fig. 4.
Specific embodiment
As shown in figure 1, being the sectional view of the mattess with this utility model embodiment constructing device, Fig. 2, Fig. 3
The respectively front view and top view of the separator of this utility model one embodiment, Fig. 4, Fig. 5 are respectively this utility model reality
Apply front view and top view after a pair of force transmission element assemblings of example.
From Fig. 1, Fig. 2-Fig. 4, the constructing device of the mattess of this utility model embodiment includes：It is multiple flexible
Crack structure, is placed on ground to be cast, ground to be cast is isolated into multiple adjacent for concrete is poured into a mould in which
Unit to be cast；Many set force transferring structures, often cover the lower section that force transferring structure correspondence is placed in an expanded joint structure；Wherein, stretch
Crack structure is with for the separator 4 as the isolation seam between adjacent concrete unit；Wherein, force transferring structure has for inciting somebody to action
A pair of force transmission elements 3,5 that adjacent concrete unit links together, and a pair of force transmission elements 3,5 are detachably connected.
Wherein, the expanded joint structure of this utility model embodiment can have one or more separators 4 (to show in figure and adopt
With two separators), the separator 4 can also may be used with isometric for two cantilever arms of channel-section steel or U-shaped steel, channel-section steel or U-shaped steel
To adopt the cantilever arm of Length discrepancy as shown in Figure 2, and one of cantilever arm bend downwards, it is preferred that separator 4 is adopted
With cantilever arm elongated channel-section steel with holes or U-shaped steel.During placement, as shown in Figure 2 and Figure 3, will dispose back-to-back and lead to
The top that a pair of channel-section steels, 41, the 42 or U-shaped steel that bolt 43 fits together is respectively disposed on adjacent pair template 1,6 is crossed, often
Two cantilever arms of individual channel-section steel or U-shaped steel are respectively towards the above of adjacent unit to be cast 2,7, each channel-section steel or U-shaped steel
Cantilever arm on alongst open up multiple through holes 44 (being such as opened in the through hole on the bending segment of cantilever arm), it is mixed in cast
During solidifying soil, concrete passes through the through hole on the cantilever arm of a pair of channel-section steels or U-shaped steel, by a pair of channel-section steels or U-shaped steel be cast in phase
Concrete in adjacent unit to be cast 2,7 is poured into a mould together.
Preferably, cushion blocking can also be disposed in the centre of a pair of channel-section steels, 41, the 42 or U-shaped steel of back-to-back placement or is used for
The (not shown)s such as the filler of vibration damping.
Wherein, a pair of force transmission elements 3,5 of this utility model embodiment can be linked together by way of plugging connection,
A pair of force transmission elements can be a pair of pipe fittings of plug connection, such as hollow pipe；Or, a pair of force transmission elements can be plug connection
A pair of connecting plates, a pair of connecting plates can adopt arbitrary shape, it is preferred that connecting plate can be adopted as shown in Figure 4, Figure 5
Triangular plate, in a pair of connecting plates, opens up groove on one of connecting plate (such as connecting plate 5), the side of another connecting plate 5
While being plugged in groove.During placement, a pair of force transmission element correspondences of every set force transferring structure are placed in into the groove of an expanded joint structure
Immediately below steel or U-shaped steel, and a pair of force transmission elements are orthogonal with the placement direction of separator.
This utility model embodiment also provides a kind of with above-mentioned constructing device in addition to provide above-mentioned constructing device
Mattess, i.e. the present embodiment mattess includes：Multiple expanded joint structures, are placed on ground to be cast, will be to be poured
Note ground is isolated into multiple adjacent units to be cast；Cover force transferring structures, often set force transferring structure correspondence is placed in one and stretches more
The lower section of crack structure；Multiple concrete units, are cast in multiple units to be cast successively；Wherein, expanded joint structure has and uses
In the separator as the isolation seam between adjacent concrete unit；Wherein, force transferring structure is with for by adjacent concrete list
A pair of force transmission elements that what unit linked together be detachably connected；Wherein, adjacent concrete unit and corresponding separator and a pair
Dowel steel cast is integrated.
Ground to be cast is isolated into multiple by the mattess of this utility model embodiment by multiple expanded joint structures
Adjacent unit to be cast, then many set force transferring structure correspondences are placed under the separator of each expanded joint structure, it is mixed in cast
During solidifying soil, the concrete being poured in adjacent unit to be cast is condensed and is integrated with corresponding separator and a pair of force transmission elements, shape
Into adjacent concrete unit.
Due to a pair of force transmission element plug connections being cast in adjacent concrete unit, therefore, concrete after construction
When subsidence crack phenomenon occurs in ground, a pair of force transmission elements in adjacent concrete unit be able to can be taken off with the sedimentation of concrete unit
Leave so that adjacent concrete unit is realized each settling, it is to avoid whole mattess is cracking, greatly reduces cracking
Area；Also, due to being isolated by the separator of expanded joint structure between adjacent concrete unit, therefore, in adjacent concrete
When the phenomenon of subsidence crack occurs in unit, can ftracture along the cantilever arm of separator so that the crack at cracking gap is neat, beautiful
See.
In sum, the mattess and its constructing device of this utility model embodiment has the advantage that：
1st, the mattess of this utility model embodiment, with expanded joint structure and force transferring structure, in cast concrete
When, it is poured into a pair of biographies of the concrete in adjacent unit to be cast and the separator and force transferring structure of corresponding expanded joint structure
Power part condenses and is integrated, and forms the multiple concrete units being mutually isolated using separator as expansion joint, is easy to adjacent
The respective subsidence crack of concrete unit.
2nd, the mattess of this utility model embodiment, a pair of force transmission elements being cast in adjacent concrete unit are inserted
Connection is pulled out, therefore, when after construction, subsidence crack phenomenon occurs in mattess, adjacent concrete unit each can be settled,
Avoid whole mattess cracking, greatly reduce area of cracks.
3rd, the mattess of this utility model embodiment, is isolated by separator between adjacent concrete unit, in phase
When the phenomenon of subsidence crack occurs in adjacent concrete unit, can ftracture along the cantilever arm of separator so that splitting at cracking gap
Seam is neat, attractive in appearance.
Although being explained in detail to this utility model above, this utility model not limited to this, the skill of the art
Art personnel can modify according to principle of the present utility model, therefore, it is all according to principle of the present utility model carry out it is various
Modification all should be understood to fall into protection domain of the present utility model.
Claims (10)
1. a kind of constructing device of mattess, it is characterised in that include：
Multiple expanded joint structures, are placed on ground to be cast, ground to be cast are isolated into multiple adjacent in which
The unit to be cast of cast concrete；
Many set force transferring structures, often cover the lower section that force transferring structure correspondence is placed in an expanded joint structure；
Wherein, the expanded joint structure is with for the separator as the isolation seam between adjacent concrete unit；
Wherein, the force transferring structure is with a pair of force transmission elements for adjacent concrete unit is linked together, and a pair of biographies
Power part is detachably connected.
2. constructing device according to claim 1, it is characterised in that the pair of force transmission element plug connection.
3. constructing device according to claim 1 and 2, it is characterised in that the pair of force transmission element is the one of plug connection
To pipe fitting.
4. constructing device according to claim 1 and 2, it is characterised in that the pair of force transmission element is the one of plug connection
To connecting plate.
5. constructing device according to claim 1, it is characterised in that the separator is channel-section steel or U-shaped steel.
6. constructing device according to claim 5, it is characterised in that the separator is cantilever arm channel-section steel with holes or U
Shaped steel.
7. a kind of mattess, it is characterised in that include：
Multiple expanded joint structures, are placed on ground to be cast, and ground to be cast is isolated into multiple adjacent units to be cast；
Many set force transferring structures, often cover the lower section that force transferring structure correspondence is placed in an expanded joint structure；
Multiple concrete units, are cast in multiple units to be cast successively；
Wherein, the expanded joint structure is with for the separator as the isolation seam between adjacent concrete unit；
Wherein, the force transferring structure is with a pair of the power transmissions being detachably connected for adjacent concrete unit is linked together
Part；
Wherein, the adjacent concrete unit is integrated with corresponding separator and a pair of dowel steel cast.
8. mattess according to claim 7, it is characterised in that the pair of force transmission element plug connection.
9. the mattess according to claim 7 or 8, it is characterised in that the pair of force transmission element is plug connection
A pair of pipe fittings or a pair of connecting plates.
10. the mattess according to claim 7 or 8, it is characterised in that the separator is channel-section steel or U-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621041957.1U CN206070286U (en) | 2016-09-07 | 2016-09-07 | The constructing device and mattess of mattess |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621041957.1U CN206070286U (en) | 2016-09-07 | 2016-09-07 | The constructing device and mattess of mattess |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206070286U true CN206070286U (en) | 2017-04-05 |
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ID=58437233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201621041957.1U Active CN206070286U (en) | 2016-09-07 | 2016-09-07 | The constructing device and mattess of mattess |
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| CN (1) | CN206070286U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178197A (en) * | 2017-07-10 | 2017-09-19 | 中冶建工集团有限公司 | Industrial premises mattess structure |
| CN108956226A (en) * | 2018-06-27 | 2018-12-07 | 河海大学 | Large scale cement-stabilized soil sample molding machine and forming method |
| CN110905160A (en) * | 2019-10-28 | 2020-03-24 | 北京市第三建筑工程有限公司 | Concrete surface layer structure of hangar and construction method thereof |
| CN110924262A (en) * | 2019-12-03 | 2020-03-27 | 武汉市武昌市政建设(集团)有限公司 | New and old road surface base course overlap joint structure |
| CN113323334A (en) * | 2021-06-16 | 2021-08-31 | 中国建筑第八工程局有限公司 | Template for forming expansion joint and using method thereof |
| CN113338103A (en) * | 2021-04-28 | 2021-09-03 | 湖南省交建工程集团有限公司 | Premixed foamed asphalt in-situ cold regeneration base layer and bottom surface layer construction method |
-
2016
- 2016-09-07 CN CN201621041957.1U patent/CN206070286U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178197A (en) * | 2017-07-10 | 2017-09-19 | 中冶建工集团有限公司 | Industrial premises mattess structure |
| CN108956226A (en) * | 2018-06-27 | 2018-12-07 | 河海大学 | Large scale cement-stabilized soil sample molding machine and forming method |
| CN108956226B (en) * | 2018-06-27 | 2021-04-06 | 河海大学 | Large-size cement soil test piece forming device and forming method |
| CN110905160A (en) * | 2019-10-28 | 2020-03-24 | 北京市第三建筑工程有限公司 | Concrete surface layer structure of hangar and construction method thereof |
| CN110905160B (en) * | 2019-10-28 | 2021-04-02 | 北京市第三建筑工程有限公司 | Construction method of hangar concrete surface layer structure |
| CN110924262A (en) * | 2019-12-03 | 2020-03-27 | 武汉市武昌市政建设(集团)有限公司 | New and old road surface base course overlap joint structure |
| CN113338103A (en) * | 2021-04-28 | 2021-09-03 | 湖南省交建工程集团有限公司 | Premixed foamed asphalt in-situ cold regeneration base layer and bottom surface layer construction method |
| CN113323334A (en) * | 2021-06-16 | 2021-08-31 | 中国建筑第八工程局有限公司 | Template for forming expansion joint and using method thereof |
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