CN209584847U - Prefabricated cushion cap pier stud reserved joint straight seam model template and pouring system - Google Patents
Prefabricated cushion cap pier stud reserved joint straight seam model template and pouring system Download PDFInfo
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- CN209584847U CN209584847U CN201822069973.7U CN201822069973U CN209584847U CN 209584847 U CN209584847 U CN 209584847U CN 201822069973 U CN201822069973 U CN 201822069973U CN 209584847 U CN209584847 U CN 209584847U
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- template
- pier stud
- cushion cap
- vertical masonry
- masonry joint
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- 239000004567 concrete Substances 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 claims abstract description 13
- 230000010412 perfusion Effects 0.000 claims description 10
- 241000270728 Alligator Species 0.000 claims description 9
- 238000005266 casting Methods 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000003801 milling Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 238000005516 engineering process Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 241000209140 Triticum Species 0.000 description 1
- 235000021307 Triticum Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 235000013312 flour Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000011374 ultra-high-performance concrete Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses an assembled type bearing platform pier stud reserved joint straight seam model template and a pouring system, which belong to the technical field of building application, wherein the template comprises a prefabricated pier stud and a bearing platform, and the prefabricated pier stud is arranged on the bearing platform; the prefabricated pier stud structure is characterized by further comprising a reserved slot, poured concrete, a tooth key and a template, wherein the reserved slot is formed in the bearing platform, the prefabricated pier stud is fixed in the reserved slot through the poured concrete and the tooth key, the template simulates an interface corrugated surface, and the interface corrugated surface is a contact surface of the bearing platform and the prefabricated pier stud when a joint is poured in the fabricated building. The utility model discloses the preparation is convenient, and the boundary condition of detail structure to the cementation of fissures material is simulated, and the wide adjustment range of template seam satisfies the design drawing requirement, and cementation of fissures material use amount is less, has both satisfied the affirmation to the agitated vessel parameter, can inspect the construction manufacturability of cementation of fissures material again, has wide application prospect.
Description
Technical field
The utility model relates to the objective demands of prefabrication and assembly construction construction bridges connection seam pouring construction, and the utility model can
The boundary condition of gap-grouting material, belongs to Application in Building technical field, specifically a kind of assembled cushion cap pier when simulating cast in situs
Column reserves seam vertical masonry joint model template and casting system.
Background technique
In China, the prefabricated building technology of bridge superstructure comparative maturity, and built in a large amount of bridge
If middle use, and substructure is the key that current prefabricated assembled bridge, particularly with Beijing Gao Zhenqu, the company of substructure
Connecing form, mechanical property and resistance to shock is the most key link, carries out prefabricated assembled connecting sewing ultra-high performance concrete
The key technologies experimental study such as cementation of fissures construction technology, for bridge construction Project design and site construction technology provide basis and according to
According to.
Whether self-compacting concrete can reach the requirement of dense packing effect template under conditions of relying solely on itself gravity, it
Workability plays a crucial role, and excellent workability is itself and the most fundamental difference of normal concrete.At present from close
Real concrete self-characteristic and prefabrication and assembly construction construction bridges connection seam special structure form still have following technological difficulties: 1. connecting
It is limited to connect joint gap, pouring construction technique needs to study；2. joint grouting there may be and undetectable perfusion leakiness
Problem avoids hidden danger of quality.
For this purpose, it is proposed that a kind of assembled cushion cap pier stud reserves seam vertical masonry joint model template and casting system, using wood
Matter rib modeling interface ripple makees the high technical problem of difficulty to solve interface ripple wheat flour.
Utility model content
Seam vertical masonry joint model template is reserved the purpose of this utility model is to provide a kind of assembled cushion cap pier stud and is poured
System, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides the following technical solutions:
A kind of reserved seam vertical masonry joint model template of assembled cushion cap pier stud, including Precast Pier Columns and cushion cap, the prefabricated pier
Column is arranged on cushion cap；It further include reserved slot, concrete perfusion, alligator and template, the reserved slot is arranged on cushion cap,
The Precast Pier Columns are fixed in reserved slot by concrete perfusion and alligator, the template modeling interface corrugated surface, described
Interface corrugated surface is the contact surface of cushion cap and Precast Pier Columns when seam pours in assembled architecture, is using the benefit of corrugated surface:
Improve the density poured.
As a further solution of the present invention: being provided with rib in the template, rib is pasted onto template.
As a further solution of the present invention: the rib and template are wooden material.
As a further solution of the present invention: the rib is distributed in template using straight line slot type.
As a further solution of the present invention: the spacing in template of the rib be 5cm, rib with a thickness of
0.5cm。
As a further solution of the present invention: the template is 1.8cm thick coating plate.
As a further solution of the present invention: the inner side and outer side of the template is to face directly.
As a further solution of the present invention: the template width is 15cm.
As a further solution of the present invention: the template simulates 45 degree of slopes along the two sides milling of rib length direction
Excessively.
A kind of reserved seam of assembled for reserving seam vertical masonry joint model template including assembled cushion cap pier stud described above
Casting system.
Compared with prior art, the utility model has the beneficial effects that
A kind of assembled cushion cap pier stud of the utility model reserves seam vertical masonry joint model template, including Precast Pier Columns and cushion cap,
The Precast Pier Columns are arranged on cushion cap；It further include that reserved slot, concrete perfusion, alligator and template, the reserved slot are set
It sets on cushion cap, the Precast Pier Columns are fixed in reserved slot by concrete perfusion and alligator, the template modeling interface
Corrugated surface, the interface corrugated surface are the contact surface of cushion cap and Precast Pier Columns when seam pours in assembled architecture；This is practical new
The boundary condition of gap-grouting material when type analog cast in situs, the utility model is easy to make, and detail structure is to gap-grouting material
Boundary condition is simulated, and template slit width adjusting range meets design drawing requirement, and gap-grouting material usage amount is less, has both been met pair
The determination of mixing plant parameter, and capable of testing to the construction technology of gap-grouting material, by after demoulding to the appearance of a sample
Observation and material cutting after intensity detection, to the performance of gap-grouting material can intuitively accurate interpretation, have broad application prospects.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of the utility model median surface corrugated surface.
Fig. 3 is the positive structure diagram of template in the utility model.
Fig. 4 is the overlooking structure diagram of template in the utility model.
Fig. 5 is the left view structural representation of template in the utility model.
In figure: 1- Precast Pier Columns, 2- reserve slot, 3- alligator, 4- concrete perfusion, 5- cushion cap, the interface 6- corrugated surface,
7- template, 8- rib.
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.
Embodiment one
Please refer to Fig. 1~5, in the utility model embodiment, a kind of assembled cushion cap pier stud reserves seam vertical masonry joint pattern die
Plate, including Precast Pier Columns 1 and cushion cap 5, the Precast Pier Columns 1 are arranged on cushion cap 5；It further include reserved slot 2, concrete perfusion
4, alligator 3 and template 7, the reserved slot 2 are arranged on cushion cap 5, and the Precast Pier Columns 1 pass through concrete perfusion 4 and alligator 3
It is fixed in reserved slot 2, the 7 modeling interface corrugated surface 6 of template, the interface corrugated surface 6 is seam in assembled architecture
The contact surface of cushion cap 5 and Precast Pier Columns 1 when pouring is: improving the density poured using the benefit of corrugated surface.
In the utility model embodiment, rib 8 is provided in the template 7, rib 8 is pasted onto template 7.
In the utility model embodiment, the rib 8 and template 7 are wooden material.
In the utility model embodiment, the rib 8 is distributed in template 7 using straight line slot type.
In the utility model embodiment, the spacing in template 7 of the rib 8 is 5cm, and rib 8 is with a thickness of 0.5cm.
In the utility model embodiment, the template 7 is 1.8cm thick coating plate.
In the utility model embodiment, the inner side and outer side of the template 7 is to face directly.
In the utility model embodiment, 7 width of template is 15cm.
In the utility model embodiment, it is excessive to simulate 45 degree of slopes along 8 length direction two sides milling of rib for the template 7.
Embodiment two
In the utility model embodiment, a kind of dress that seam vertical masonry joint model template is reserved including assembled cushion cap pier stud is provided
Seam casting system is reserved with formula, the assembled cushion cap pier stud reserves the structure and embodiment one of seam vertical masonry joint model template
Described is identical.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (10)
1. a kind of assembled cushion cap pier stud reserves seam vertical masonry joint model template, including Precast Pier Columns (1) and cushion cap (5), described pre-
Pier stud (1) processed is arranged on cushion cap (5)；It is characterized in that, further include reserved slot (2), concrete perfusion (4), alligator (3) and
Template (7), the reserved slot (2) are arranged on cushion cap (5), and the Precast Pier Columns (1) pass through concrete perfusion (4) and alligator
(3) it is fixed in reserved slot (2), template (7) the modeling interface corrugated surface (6), the interface corrugated surface (6) is assembled
The contact surface of cushion cap (5) and Precast Pier Columns (1) when seam pours in building.
2. assembled cushion cap pier stud according to claim 1 reserves seam vertical masonry joint model template, which is characterized in that the mould
It is provided on plate (7) rib (8), the rib (8) is pasted on template (7).
3. assembled cushion cap pier stud according to claim 2 reserves seam vertical masonry joint model template, which is characterized in that the rib
Item (8) and template (7) are wooden material.
4. assembled cushion cap pier stud according to claim 3 reserves seam vertical masonry joint model template, which is characterized in that the rib
Item (8) is distributed on template (7) using straight line slot type.
5. assembled cushion cap pier stud according to claim 4 reserves seam vertical masonry joint model template, which is characterized in that the rib
The spacing on template (7) of item (8) is 5cm；Rib (8) is with a thickness of 0.5cm.
6. assembled cushion cap pier stud according to claim 2 reserves seam vertical masonry joint model template, which is characterized in that the mould
Plate (7) is 1.8cm thick coating plate.
7. assembled cushion cap pier stud according to claim 6 reserves seam vertical masonry joint model template, which is characterized in that the mould
The inner side and outer side of plate (7) is to face directly.
8. assembled cushion cap pier stud according to claim 7 reserves seam vertical masonry joint model template, which is characterized in that the mould
Plate (7) width is 15cm.
9. assembled cushion cap pier stud according to claim 8 reserves seam vertical masonry joint model template, which is characterized in that the mould
It is excessive to simulate 45 degree of slopes along rib (8) length direction two sides milling for plate (7).
10. a kind of assembly for reserving seam vertical masonry joint model template including any assembled cushion cap pier stud of claim 1-9
Formula reserves seam casting system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822069973.7U CN209584847U (en) | 2018-12-11 | 2018-12-11 | Prefabricated cushion cap pier stud reserved joint straight seam model template and pouring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822069973.7U CN209584847U (en) | 2018-12-11 | 2018-12-11 | Prefabricated cushion cap pier stud reserved joint straight seam model template and pouring system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209584847U true CN209584847U (en) | 2019-11-05 |
Family
ID=68348800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822069973.7U Active CN209584847U (en) | 2018-12-11 | 2018-12-11 | Prefabricated cushion cap pier stud reserved joint straight seam model template and pouring system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537465A (en) * | 2018-12-11 | 2019-03-29 | 中交公局土木工程建筑研究院有限公司 | Assembled bearing platform pier column joint model and crack pouring construction process using same |
-
2018
- 2018-12-11 CN CN201822069973.7U patent/CN209584847U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537465A (en) * | 2018-12-11 | 2019-03-29 | 中交公局土木工程建筑研究院有限公司 | Assembled bearing platform pier column joint model and crack pouring construction process using same |
| CN109537465B (en) * | 2018-12-11 | 2024-04-30 | 中交一公局土木工程建筑研究院有限公司 | Assembled bearing platform pier column joint model and joint filling construction process using same |
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