CN208830444U - Inspection shaft steel combined template - Google Patents
Inspection shaft steel combined template Download PDFInfo
- Publication number
- CN208830444U CN208830444U CN201821561730.9U CN201821561730U CN208830444U CN 208830444 U CN208830444 U CN 208830444U CN 201821561730 U CN201821561730 U CN 201821561730U CN 208830444 U CN208830444 U CN 208830444U
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- CN
- China
- Prior art keywords
- external mold
- internal model
- inspection shaft
- clinch
- strut
- 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.)
- Expired - Fee Related
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- 238000007689 inspection Methods 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 2
- 230000007306 turnover Effects 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of inspection shaft steel combined templates, internal model and external mold including coaxial arrangement, more than two limit stays are provided between the internal model and external mold, the supporting part that the every limit stay includes clinch and is arranged in below clinch, the clinch both ends are separately positioned in internal model and touch outside, and the supporting part is against between internal model and external mold.The application template is combined using standard component, and a set of steel template recycles, and improves the number of turnover, saves material；It installs and removes more convenient quick, greatly shorten the construction period；Template is steel part, and concrete appearance is ideal after demoulding, reduces cost payout.
Description
Technical field
The utility model relates to the technical field of construction of municipal works, and in particular to inspection shaft steel combined template.
Background technique
With the continuous propulsion of building industrialization progress, steel typified form, can be multiple for cast-in-place construction
It is used in turn, good save the cost, reduces the cost that template is purchased.In concrete pouring construction, itself is utilized
Rigidity, can reliably bear the self weight and lateral pressure of young concrete, do not have to bracing reinforcement, make its concrete members at
Type.Rain, the processing of sewage inspection well template, and generated various load in the construction process；Guarantee engineering structure and component
Each section geomery and mutual alignment are correct；It with simple structure, is convenient to mount and dismount, assembled seam is close, plate when guarantee pours
Stitch not spillage.
Utility model content
The purpose of this utility model is to provide a kind of inspection shaft steel combined templates, solve inspection shaft in the prior art
The problem of construction material cost is big, and construction is more troublesome.
In order to solve the above technical problems, the utility model uses following technical scheme:
A kind of inspection shaft steel combined template, internal model and external mold including coaxial arrangement, between the internal model and external mold
More than two limit stays are provided with,
The supporting part that the every limit stay includes clinch and is arranged in below clinch, the clinch both ends
It is separately positioned in internal model and touches outside, the supporting part is against between internal model and external mold.
The clinch and supporting part limited in stay cooperates, supporting part be used to adjust it is inside and outside the distance between touch, make
Internal model is obtained to be arranged concentrically with external mold；Clinch prevents supporting part from falling between inside and outside touch, and influences the quality for checking the borehole wall.
Preferably, the internal model and external mold include the template of more than two arcs, pass through company between adjacent forms
Fitting connection, it is conveniently stripped.
Preferably, the connector includes the connection sheet being axially arranged on corresponding templates edge, adjacent forms
Corresponding connection sheet is bolted, convenient for disassembly and assembly.
Preferably, the clinch at least one end is provided with the gag lever post vertical with supporting part, the gag lever post and
The clip slot for clamping internal model or external mold is formed between supporting part, the clip slot is arranged along the vertical direction, can keep inside and outside and touch
It is vertically arranged.
Preferably, being provided with the bracket of Anti-inclining outside the external mold.
Preferably, the bracket includes sequentially connected first strut of head and the tail, the second strut and third strut,
In,
First strut being axially fixed on external mold along external mold；
Second strut is radially arranged in the bottom of the first strut along external mold.
Preferably, the bracket is symmetricly set on external mold bottom there are two more than, inside and outside touch can be kept to set vertically
It sets.
The typified form of the application includes internal model and external mold, before use, measuring and being arranged the normal control wire in place, draw
The grey linear dimension of stake, standard level stake and fluting completes preliminary examination formality after qualification is reviewed in management.
It is cheated by prescribed requirement using machinery, the earth excavation of slot, uses people at away from design foundation pit bottom absolute altitude 200mm
Work, which is repaired, compiles clear bottom.
Concrete cushion construction is carried out after related side's check of foundation subsoil, bed course Zhou Biankuan goes out bottom plate 100mm.
Inspection shaft central cross line is drawn in mat surface mark, baseplate reinforcing bar is carried out and borehole wall joint bar, template, concrete is applied
Work.
Concrete inspection well construction
1,1. the spacing of borehole wall vertical reinforcement is modified in the binding of borehole wall reinforcing bar, installs borehole wall horizontal reinforcement, and bar spacing meets
Design and code requirement, reinforcing bar crosspoint are fastened using 20-22# wire；2. cushion block used in control protective layer will be processed in advance,
Guarantee that intensity meets the requirements when using, laying cushion block, vertically and horizontally spacing is not more than 80 ㎝.
2, template is installed
Template divides internal model and external mold.Pit shaft internal model uses two pieces of templates, and adjacent two pieces of templates are assembled using selling sheet, then with company
Connecting bolt@200 connects it as an entirety.Pit shaft external mold is assembled using three to four pieces of template+selling sheets, using connection spiral shell
Bolt@200 is linked as an entirety.
When template is installed, strict control structural outer rim size returns number, lattice side with well center, and is monitored and adjusted with level
Template elevation of top surface.
In order to guarantee borehole wall bulk and inner and outer template position, it is arranged two pairs in die head pit shaft center of circle diameter symmetry
Limit stay.
Before pouring borehole wall concrete, it need to start after template, reinforcing bar and built-in fitting acceptance(check) and after storehouse is blown in cleaning
It carries out.
Manually match trolley when casting to be directly sent to pour a little.Coagulation under the mode of inspection shaft casting concrete chute
Soil, placement layer by layer, and should finish sublevel concreting before front layer concrete initial set.
It is vibrated using poker vibrator, to accomplish tightly to insert slow group, plug and pound a spacing≤40 ㎝；Bottom plate item face wooden float
It flattens.When the borehole wall reserves platform concreting, the interval time of 40-60min is poured, with underplate concrete to prevent plugging and pounding not
It is real.
It should be set when casting concrete and specially see muscle, see mould personnel, and often observe template, reinforcing bar, pre-buried hole, built-in pipe
With joint bar whether there is or not movement, deformation or stopping state, timely processing of finding the problem.
The dismounting of template can be torn open after concrete strength can guarantee that its surface corner angle is not damaged because of form removal
It removes.The protection to concrete is paid attention to when dismounting, is prevented and is pounded, prizes suddenly firmly.Connection bolt is first removed, selling sheet is being removed, is finally removing
Template.
Compared with prior art, the utility model has the beneficial effects that the application template is combined using standard component, Yi Taogang
Pallet recycles, and improves the number of turnover, saves material；It installs and removes more convenient quick, greatly shorten construction work
Phase；Template is steel part, and concrete appearance is ideal after demoulding, reduces cost payout.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram that the utility model limits stay.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
Embodiment 1:
Present embodiments provide a kind of inspection shaft steel combined template, as shown in Figs. 1-2, the internal model including coaxial arrangement
2 and external mold 1, more than two limit stays 3 are provided between the internal model 2 and external mold 1,
The every limit stay 3 is described to take including clinch 31 and the supporting part 32 being arranged in below clinch 31
31 both ends of socket part are separately positioned in internal model 2 and touch outside, and the supporting part 32 is against between internal model 2 and external mold 1.
The clinch 31 and supporting part 32 limited in stay 3 cooperates, and supporting part 32 is used to adjust between inside and outside touch
Distance, so that internal model 2 is arranged concentrically with external mold 1；Clinch 31 prevents supporting part 32 from falling between inside and outside touch, and influences inspection shaft
The quality of wall.
Embodiment 2:
The present embodiment on the basis of embodiment 1, further defines: the internal model 2 and external mold 1 are including two or more
The template of arc is connected by connector between adjacent forms, conveniently stripped.
Embodiment 3:
The present embodiment further defines on the basis of embodiment 2: the connector includes being axially arranged on correspondence
Connection sheet on template edge, connection sheet corresponding to adjacent forms is bolted, convenient for disassembly and assembly.
Embodiment 4:
The present embodiment on the basis of embodiment 1, further defines: the clinch 31 at least one end is provided with and supports
The vertical gag lever post 33 in support part 32 forms the folder for clamping internal model 2 or external mold 1 between the gag lever post 33 and supporting part 32
Slot, the clip slot are arranged along the vertical direction, and inside and outside touch can be kept to be vertically arranged.
Embodiment 5:
The present embodiment on the basis of embodiment 1, further defines: the branch of Anti-inclining is provided with outside the external mold 1
Frame 4.
Embodiment 6:
The present embodiment further defines on the basis of embodiment 5: the bracket 4 includes head and the tail sequentially connected the
One strut 41, the second strut 42 and third strut 43, wherein
First strut 41 is axially fixed on external mold 1 along external mold 1；
Second strut 42 is radially arranged in the bottom of the first strut 41 along external mold 1.
Embodiment 7:
The present embodiment further defines on the basis of embodiment 5: the bracket 4 is symmetricly set on there are two more than
1 bottom of external mold can keep inside and outside touch to be vertically arranged.
Although reference be made herein to the utility model is described in multiple explanatory embodiments of the utility model, still,
It should be understood that those skilled in the art can be designed that a lot of other modification and implementations, these modifications and implementations
It will fall within scope and spirit disclosed in the present application.More specifically, it discloses in the application, drawings and claims
In range, can building block to theme combination layout and/or layout carry out a variety of variations and modifications.In addition to building block
And/or outside the modification and improvement of layout progress, to those skilled in the art, other purposes also be will be apparent.
Claims (7)
1. a kind of inspection shaft steel combined template, it is characterised in that: internal model (2) and external mold (1) including coaxial arrangement, it is described
More than two limits stay (3) are provided between internal model (2) and external mold (1),
Every limit stay (3) includes the supporting part (32) of clinch (31) and setting below clinch (31), institute
It states clinch (31) both ends to be separately positioned on internal model (2) and touch outside, the supporting part (32) is against internal model (2) and external mold
(1) between.
2. inspection shaft steel combined template according to claim 1, which is characterized in that the internal model (2) and external mold (1)
Include the template of more than two arcs, is connected between adjacent forms by connector.
3. inspection shaft steel combined template according to claim 2, which is characterized in that the connector includes along axial direction
Connection sheet on corresponding templates edge is set, and connection sheet corresponding to adjacent forms is bolted.
4. inspection shaft steel combined template according to claim 1, which is characterized in that the clinch (31) at least one
End is provided with the gag lever post vertical with supporting part (32) (33), is formed between the gag lever post (33) and supporting part (32) for pressing from both sides
The clip slot of internal model (2) or external mold (1) is held, the clip slot is arranged along the vertical direction.
5. inspection shaft steel combined template according to claim 1, which is characterized in that setting outside the external mold (1)
There is the bracket (4) of Anti-inclining.
6. inspection shaft steel combined template according to claim 5, which is characterized in that the bracket (4) includes head and the tail
Sequentially connected first strut (41), the second strut (42) and third strut (43), wherein
First strut (41) is axially fixed on external mold (1) along external mold (1)；
Second strut (42) is radially arranged in the bottom of the first strut (41) along external mold (1).
7. inspection shaft steel combined template according to claim 5, which is characterized in that the bracket (4) there are two with
On, it is symmetricly set on external mold (1) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821561730.9U CN208830444U (en) | 2018-09-25 | 2018-09-25 | Inspection shaft steel combined template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821561730.9U CN208830444U (en) | 2018-09-25 | 2018-09-25 | Inspection shaft steel combined template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208830444U true CN208830444U (en) | 2019-05-07 |
Family
ID=66317583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821561730.9U Expired - Fee Related CN208830444U (en) | 2018-09-25 | 2018-09-25 | Inspection shaft steel combined template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208830444U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863430A (en) * | 2019-10-11 | 2020-03-06 | 中建八局第一建设有限公司 | Anti-seismic pier column construction device and method |
| CN112976250A (en) * | 2021-04-15 | 2021-06-18 | 阳谷天马建筑材料有限公司 | Prefabricated inspection well mould and using method thereof |
| CN113843888A (en) * | 2021-10-11 | 2021-12-28 | 阳谷天马建筑材料有限公司 | Prefabricated composite pipe structure mold and using method thereof |
-
2018
- 2018-09-25 CN CN201821561730.9U patent/CN208830444U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863430A (en) * | 2019-10-11 | 2020-03-06 | 中建八局第一建设有限公司 | Anti-seismic pier column construction device and method |
| CN112976250A (en) * | 2021-04-15 | 2021-06-18 | 阳谷天马建筑材料有限公司 | Prefabricated inspection well mould and using method thereof |
| CN113843888A (en) * | 2021-10-11 | 2021-12-28 | 阳谷天马建筑材料有限公司 | Prefabricated composite pipe structure mold and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190507 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |