CN208183798U - A template support system for piping lane movement joint - Google Patents
A template support system for piping lane movement joint Download PDFInfo
- Publication number
- CN208183798U CN208183798U CN201820626338.1U CN201820626338U CN208183798U CN 208183798 U CN208183798 U CN 208183798U CN 201820626338 U CN201820626338 U CN 201820626338U CN 208183798 U CN208183798 U CN 208183798U
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- Prior art keywords
- template
- box
- template box
- piping lane
- deformation joint
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- 239000002023 wood Substances 0.000 claims description 22
- 230000002787 reinforcement Effects 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 230000007306 turnover Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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Abstract
The utility model relates to a piping lane movement joint template technical field discloses a template support system for piping lane movement joint. The utility model comprises a template box positioned in the deformation joint, a side wall template arranged outside the template box, and a supporting system for fixing the side wall template and the template box; the template box comprises a first template box and a second template box which are arranged in parallel, and a middle-buried water stop belt is clamped between the first template box and the second template box; the supporting system comprises a main back ridge erected outside the side wall template, a secondary back ridge arranged closely outside the main back ridge, and a tension bolt for fixing the side wall template and the template box. The utility model discloses it is strong to support the steadiness, and ann tears convenient open, simple structure, and the efficiency of construction is high, and the turnover is nimble.
Description
Technical field
The utility model relates to piping lane deformation slit formwork technical fields, more particularly to a kind of mould for piping lane deformation joint
Plate support system.
Background technique
Country just builds Urban Underground pipe gallery, according to requiring, the every 30m of pipe gallery energetically in China at present
Length just must be provided with one of shear wall vertical deformation seam, may be shorter during practice of construction, on the top plate and bottom plate of piping lane
Also setting horizontal distortion is required to stitch, and the quality of the concrete construction Forming Quality of deformation joint directly affects the anti-of deformation joint
Water, effect of settling.
At present in construction market, deformation slit formwork is elongated to use plank sheathing or steel form, and the template on the inside of deformation joint adds
Gu typically steel pipe or flitch shore connection, the mould on the inside of deformation joint as simple almost without succinct effective mode
Slab supporting area is small, and supporting stability is poor, template system globality poor, and peace tears that process is complicated, difficulty of construction is big open, time-consuming and laborious,
Also easily rise mould phenomenon when construction.
Utility model content
It is strong that the utility model provides a kind of support stability, and it is convenient that peace is torn open, and structure is simple, and construction efficiency is high, and turnover is flexible
The form bracing system for piping lane deformation joint.
Technical problems to be solved are: existing deformation joint inner side template reinforcing mode supporting stability is poor, template system
Globality poor, peace tears that process is complicated, difficulty of construction is big open, time-consuming and laborious, and when construction also easily rises mould phenomenon.
In order to solve the above technical problems, the utility model adopts the following technical solution:
The utility model is used for the form bracing system of piping lane deformation joint, including the template box being located in deformation joint, setting
The support system of side wall template and fixed sidewall template and template box on the outside of template box；Template box includes laid out in parallel
The first template box and the second template box, be folded with middle buried water stop between the first template box and the second template box；Support system
System includes the main back cord that branch is located on the outside of side wall template, is close to the secondary back cord being arranged on the outside of main back cord and fixed sidewall template
With the turnbuckle of template box.
The utility model is used for the form bracing system of piping lane deformation joint, further, the first template box and second
Template box is all made of plank sheathing splicing composition of the thickness no more than 15mm.
The utility model is used for the form bracing system of piping lane deformation joint, further, the first template box and second
The section of template box is rectangular, laid out in parallel, in the elongated vertical deformation seam that piping lane siding is arranged in.
The utility model is used for the form bracing system of piping lane deformation joint, further, the first template box and second
Template box laid out in parallel, in the elongated horizontal distortion seam being arranged on piping lane top plate or bottom plate, the section of the first template box is side
Shape, outwardly convex on the long side plate in side in the second template box section are formed and adaptable convex of tongue and groove reserved in horizontal distortion seam
The portion of rising.
The utility model is used for the form bracing system of piping lane deformation joint, further, the first template box and second
Inner supporting structure is provided in template box, the inner supporting structure includes the first wood reinforcement, first wood reinforcement
It is arranged at the inside circumference end angle of template box, the elongated setting of the first wood reinforcement is fixed by screws in the side wall of template box
On.
The utility model is used for the form bracing system of piping lane deformation joint, and further, the inner supporting structure also wraps
Securing plate is included, the securing plate is arranged in parallel along the elongated setting of deformation joint with the short side in template box section, and both ends pass through screw point
It is not fixed in opposite two long sides in template box section, length direction of the securing plate along the first template box section is intervally arranged.
The utility model is used for the form bracing system of piping lane deformation joint, and further, the inner supporting structure also wraps
The second wood reinforcement is included, second wood reinforcement is arranged at lug boss inside corner, and elongated setting is fixed by screws in
On the side wall of second template box.
The utility model is used for the form bracing system of piping lane deformation joint, further, the side wall template fitting setting
On the outside of the first template box and the second template box, the plank sheathing of 15mm is not less than for thickness.
The utility model is used for the form bracing system of piping lane deformation joint, and further, the main back cord is long along deformation joint
Spend the elongated setting in direction, the secondary back cord be arranged perpendicular to main back cord, turnbuckle sequentially passes through secondary back cord, template box protrude into
In the concrete structure poured, external end is tight with chevron padlock.
The utility model is used for the form bracing system of piping lane deformation joint, and further, the main back cord is that side length is not small
In the flitch of 50mm, the secondary back cord is the round steel pipe that outer diameter is not less than 45mm.
Form bracing system of the utility model for piping lane deformation joint has the following beneficial effects: compared with prior art
Form bracing system structure of the utility model for piping lane deformation joint is simple, easy to use, and peace tears that difficulty is small, work open
Sequence is few, time saving and energy saving, and construction efficiency is high；It is inserted in deformation joints using two template boxes, and is wanted according to the design of the shape of deformation joint
It asks and is designed to different cross sectional shapes, substantially increase the Forming Quality of deformation joint side wall；The template box of two laid out in parallel, will
Middle buried water stop sandwiched is fixed, while it is fixed to solve the problems, such as waterstop, and ensures the logical straight of waterstop, is improved
The accuracy of waterstop setting.Each component of the utility model is to be detachably connected, template box high recycling rate, scene turnover
Flexibility is high.
The form bracing system for piping lane deformation joint of the utility model is described further with reference to the accompanying drawing.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the form bracing system in piping lane siding vertical deformation seam；
Fig. 2 is the structural schematic diagram of the form bracing system in the horizontal distortion seam on piping lane top plate or bottom plate.
Appended drawing reference:
1- the first template box；2- the second template box；21- lug boss；Buried water stop in 3-；4- side wall template；5- first
Wood reinforcement；6- securing plate；The second wood reinforcement of 7-；The main back cord of 81-；82- back cord；9- turnbuckle.
Specific embodiment
Shown in as depicted in figs. 1 and 2, the utility model includes being located at deformation for the form bracing system of piping lane deformation joint
The support system of the side wall template 4 on the outside of template box and fixed sidewall template 4 and template box is arranged in template box in seam.
Template box includes the first template box 1 and the second template box 2 of laid out in parallel, the first template box 1 and the second template box 2
It is elongated to be set in deformation joint, it is all made of plank sheathing splicing composition of the thickness no more than 15mm, the first template box 1 and the second template
There are the gaps for being not more than 20mm between box 2, are folded with middle buried water stop 3 in gap.
The section of first template box 1 be it is rectangular, can be in no setting is required when in the vertical deformation that piping lane siding is arranged in is stitched
Portion's support construction needs to add inner supporting structure when in the horizontal distortion seam being arranged on piping lane top plate or bottom plate；It is internal
Support construction includes the first wood reinforcement 5 and securing plate 6, and the inside circumference end of the first template box 1 is arranged in the first wood reinforcement 5
At angle, the elongated setting of the first wood reinforcement 5 is fixed by screws on the side wall of the first template box 1；Securing plate 6 is along deformation joint
Elongated setting is arranged in parallel with the short side in 1 section of the first template box, and both ends are separately fixed at the first template box 1 by screw and cut
In opposite two long sides in face, length direction of the securing plate 6 along 1 section of the first template box is intervally arranged, between adjacent securing plate 6
Distance is not more than 100mm.
Second template box 2 is different according to the position of setting, and cross sectional shape is different, when the vertical deformation that piping lane siding is arranged in
When in seam, the section of the second template box 2 is rectangular, internal no setting is required any inner supporting structure, when being arranged on piping lane top
When in the horizontal distortion seam on plate or bottom plate, outwardly convex on the long side plate in side in 2 section of the second template box forms and becomes with horizontal
The adaptable lug boss 21 of reserved tongue and groove in shape seam, while being internally provided with inner supporting structure；Inner supporting structure includes the
The inside circumference end of the second template box 2 is arranged in one wood reinforcement 5, the second wood reinforcement 7 and securing plate 6, the first wood reinforcement 5
At angle, the second wood reinforcement 7 is arranged at 21 inside corner of lug boss, and the first wood reinforcement 5 and the second wood reinforcement 7 are elongated
Setting, is fixed by screws on the side wall of the second template box 2；Securing plate 6 is along the elongated setting of deformation joint, with the second template box 2
The short side in section is arranged in parallel, and both ends are separately fixed in opposite two long sides in 2 section of the second template box by screw, securing plate
6 length direction along 2 section of the second template box is intervally arranged, and the distance between adjacent securing plate 6 is not more than 100mm.
The fitting of side wall template 4 setting is not less than the wood of 15mm for thickness in 2 outside of the first template box 1 and the second template box
Template.
Support system includes the main back cord 81 that branch is located at 4 outside of side wall template, is close to the secondary back being arranged on the outside of main back cord 81
Stupefied 82 and turnbuckle 9；Main back cord 81 is not less than the flitch of 50mm for side length along the elongated setting of deformation joint length direction, secondary
Back cord 82 is arranged perpendicular to main back cord 81, is not less than the round steel pipe of 45mm for outer diameter, turnbuckle 9 sequentially pass through time back cord 82,
First template box 1 or the second template box 2 protrude into concrete structure to be poured, and external end is tight with chevron padlock.
Construction method of the utility model for the form bracing system of piping lane deformation joint, specifically includes the following steps:
Step 1: production template box: according to the design requirement of deformation joint, making the first template box 1 and the second template box 2；
Step 2: being placed in middle buried water stop 3 is clamped between the first template box 1 and the second template box 2 in deformation joint；
Step 3: the fitting setting side wall template 4 on the outside of the first template box 1 and the second template box 2；
Step 4: being orderly arranged outside each main back cord 81 and time back cord 82 in side wall template 4；
Step 5: turnbuckle 9 is passed through time back cord 82 and template box, protrude into concrete structure to be poured, outer end
It is tight with chevron padlock；
Step 6: casting concrete；
Step 7: successively removing turnbuckle 9, secondary back cord 82, main back cord after concrete strength reaches collapsible die intensity
81, side wall template 4 and template box.
Embodiment described above is only that preferred embodiments of the present invention are described, not practical to this
Novel range is defined, and under the premise of not departing from the spirit of the design of the utility model, those of ordinary skill in the art are to this
The various changes and improvements that the technical solution of utility model is made should all fall into the protection that the utility model claims book determines
In range.
Claims (10)
1. being used for the form bracing system of piping lane deformation joint, it is characterised in that: including the template box being located in deformation joint, setting exists
The support system of side wall template (4) and fixed sidewall template (4) and template box on the outside of template box；Template box includes arranged side by side
Arrangement the first template box (1) and the second template box (2), be folded between the first template box (1) and the second template box (2) in bury
Formula waterstop (3)；Support system includes the main back cord (81) that branch is located on the outside of side wall template (4), is close on the outside of main back cord (81)
The turnbuckle (9) of the secondary back cord (82) and fixed sidewall template (4) and template box that are arranged.
2. the form bracing system according to claim 1 for piping lane deformation joint, it is characterised in that: first template
Box (1) and the second template box (2) are all made of plank sheathing splicing of the thickness no more than 15mm and form.
3. the form bracing system according to claim 1 for piping lane deformation joint, it is characterised in that: first template
The section of box (1) and the second template box (2) is rectangular, laid out in parallel, in the elongated vertical deformation seam that piping lane siding is arranged in.
4. the form bracing system according to claim 1 for piping lane deformation joint, it is characterised in that: first template
Box (1) and second template box (2) laid out in parallel, it is elongated be arranged on piping lane top plate or bottom plate horizontal distortion seam in, the first mould
The section of plate box (1) is rectangular, outwardly convex on the long side plate in side in second template box (2) section, is formed and is stitched with horizontal distortion
The adaptable lug boss (21) of interior reserved tongue and groove.
5. the form bracing system according to claim 4 for piping lane deformation joint, it is characterised in that: first template
Inner supporting structure is provided in box (1) and the second template box (2), the inner supporting structure includes the first wood reinforcement (5),
First wood reinforcement (5) is arranged at the inside circumference end angle of template box, and the first wood reinforcement (5) elongated setting passes through
Screw is fixed on the side wall of template box.
6. the form bracing system according to claim 5 for piping lane deformation joint, it is characterised in that: the internal support
Structure further includes securing plate (6), and the securing plate (6) is arranged in parallel along the elongated setting of deformation joint with the short side in template box section,
Both ends are separately fixed in opposite two long sides in template box section by screw, and securing plate (6) is along first template box (1) section
Length direction is intervally arranged.
7. the form bracing system according to claim 5 for piping lane deformation joint, it is characterised in that: the internal support
Structure further includes the second wood reinforcement (7), and second wood reinforcement (7) is arranged at lug boss (21) inside corner, elongated
Setting, is fixed by screws on the side wall of the second template box (2).
8. the form bracing system according to claim 1 for piping lane deformation joint, it is characterised in that: the side wall template
(4) fitting setting is not less than the plank sheathing of 15mm for thickness on the outside of the first template box (1) and the second template box (2).
9. the form bracing system according to claim 1 for piping lane deformation joint, it is characterised in that: the main back cord
(81) along the elongated setting of deformation joint length direction, the secondary back cord (82) is arranged perpendicular to main back cord (81), the turnbuckle
(9) sequentially pass through time back cord (82), template box protrudes into concrete structure to be poured, external end is tight with chevron padlock.
10. the form bracing system according to claim 1 for piping lane deformation joint, it is characterised in that: the main back cord
(81) it is not less than the flitch of 50mm for side length, the secondary back cord (82) is the round steel pipe that outer diameter is not less than 45mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820626338.1U CN208183798U (en) | 2018-04-28 | 2018-04-28 | A template support system for piping lane movement joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820626338.1U CN208183798U (en) | 2018-04-28 | 2018-04-28 | A template support system for piping lane movement joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208183798U true CN208183798U (en) | 2018-12-04 |
Family
ID=64431704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820626338.1U Active CN208183798U (en) | 2018-04-28 | 2018-04-28 | A template support system for piping lane movement joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208183798U (en) |
-
2018
- 2018-04-28 CN CN201820626338.1U patent/CN208183798U/en active Active
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| GR01 | Patent grant |