CN209568698U - A kind of concrete component constructing structure of avoidable slag inclusion and spillage - Google Patents
A kind of concrete component constructing structure of avoidable slag inclusion and spillage Download PDFInfo
- Publication number
- CN209568698U CN209568698U CN201821609450.0U CN201821609450U CN209568698U CN 209568698 U CN209568698 U CN 209568698U CN 201821609450 U CN201821609450 U CN 201821609450U CN 209568698 U CN209568698 U CN 209568698U
- Authority
- CN
- China
- Prior art keywords
- template
- angle steel
- spillage
- concrete component
- avoidable
- 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
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to vertical members construction fields such as architectural engineering reinforced concrete pile, concrete walls, the concrete component constructing structure of specially a kind of avoidable slag inclusion and spillage.The concrete component constructing structure, including cast template and the fixation lumps of wood being arranged in outside cast template, the lower part of the cast template is provided with purge hole, and plug members are provided at the purge hole, and the plug members are removable.The utility model in template by being arranged purge hole, convenient for template bottom rubbish purging, rinse, it ensure that the rubbish in template is cleaned out in place, avoid and retain rubbish inside template, concrete component is avoided slag inclusion, rotten, the mass defects such as honeycomb and pitted skin occur.
Description
Technical field
The utility model relates to vertical members construction fields such as architectural engineering reinforced concrete pile, concrete walls, specially one kind can be kept away
Exempt from the concrete component constructing structure of slag inclusion and spillage.
Background technique
The vertical members such as concrete column, wall are in construction, through frequently with plank sheathing (bamboo slab rubber, multi-layer board etc.), when template is installed
After in place, the building wastes such as sawdust generated in template can not be purged and be rinsed, and make to retain rubbish inside template, into template
When being poured concrete, remaining rubbish easily causes concrete slag inclusion, the mass defects such as rotten in template, influences construction quality.
In addition, the construction formwork of the vertical members such as concrete column in the prior art, wall, bottom cannot seal, template and ground
Between there are gap, when being poured concrete into template, since concrete flowability is preferable, be easy to appear asking for root spillage
Topic, causes concrete component the mass defects such as honeycomb and pitted skin occur, influences construction quality.
Utility model content
In order to solve the above technical problems, the utility model provides one kind convenient for template bottom rubbish purging, flushing, prevent
The concrete component constructing structure of column, the foot of a wall portion spillage avoids column, wall concrete slag inclusion, rotten, the mass defects such as honeycomb and pitted skin.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of concrete component constructing structure of avoidable slag inclusion and spillage including cast template and is arranged in outside cast template
The fixed lumps of wood, the fixed lumps of wood are fixed together with cast template, and the lower part of the cast template is provided with purge hole, described
Plug members are provided at purge hole, the plug members are removable.
Preferably, the purge hole is symmetrical arranged on the opposite two sides of cast template.
Preferably, the plug members are the closure angle steel being arranged between cast template and the fixed lumps of wood, the envelope
Stifled angle steel can move up and down.
Preferably, the closure angle steel includes orthogonal vertical plane and bottom surface, the vertical plane be located at cast template and
Between the fixed lumps of wood, fixation hole is provided on the vertical plane；Jagged, institute is arranged in the position of the corresponding fixed lumps of wood on the bottom surface
The length and width for stating notch is identical as the fixed lumps of wood.
Preferably, the closure angle steel lower end is provided with rubber-plastic sponge item, the length and casting of the rubber-plastic sponge item
Template is identical.
Preferably, the side bottom that the cast template is not provided with purge hole is provided with leakproof angle steel, the leakproof
Angle steel setting is provided with fixation hole on the vertical plane of the leakproof angle steel between cast template and the fixed lumps of wood.
Preferably, passing through fixation hole with fixing glue, the leakproof angle steel is fixed on cast template.
Preferably, leakproof angle steel lower end is provided with rubber-plastic sponge item, the length and casting of the rubber-plastic sponge item
Template is identical.
Beneficial effect
The concrete component constructing structure of avoidable slag inclusion and spillage described in the utility model is purged by being arranged in template
Hole convenient for template bottom rubbish purging, is rinsed, ensure that the rubbish in template is cleaned out in place, avoid and stay inside template
Deposit rubbish.Template bottom and blow valve port are blocked using angle steel, leakproof angle steel and rubber-plastic sponge item is blocked, prevent column, wall
In concrete work progress root spillage occurs for equal vertical members, avoid concrete component occur slag inclusion, rotten, the quality such as honeycomb and pitted skin lack
It falls into.The application of the technology successfully solves concrete column, wall slag inclusion, the mass defects such as rotten in the case where not increasing cost, protects
Construction quality is demonstrate,proved.
This patent can be in all engineering construction scene vertical structure templates (scene such as bamboo slab rubber, multi-layer board processing template) body
It is promoted and applied in system, angle steel, which blocks, is convenient for worker operation, and material can be used in turn, and reduce difficulty of construction.Avoid the race of concrete
The expense of water clock and the secondary reparation of mass defect is emitted, promotion prospect is wide.
Detailed description of the invention
Fig. 1 is the structure of the purge hole of concrete component constructing structure described in the utility model embodiment 1 in the open state
Schematic diagram.
Fig. 2 is in structure when closed state for the purge hole of concrete component constructing structure described in the utility model embodiment 1
Schematic diagram.
Fig. 3 is the overlooking structure diagram of concrete component constructing structure described in the utility model embodiment 1.
Fig. 4 is the structural schematic diagram that angle steel is blocked described in the utility model embodiment 1.
Fig. 5 is the structural schematic diagram of leakproof angle steel described in the utility model embodiment 1.
Fig. 6 is the leakproof angle steel photo of concrete column construction site.
In figure: 1: reinforced column；2: cast template；3: the fixed lumps of wood；4: blocking angle steel；5: leakproof angle steel；
6: fixation hole；7: rubber-plastic sponge item；8: purge hole；9: notch；10: vertical plane；11: bottom surface.
Specific embodiment
The technical solution of the utility model is further elaborated with below with reference to embodiment, and in conjunction with attached drawing.
Embodiment 1
As shown in Figure 1, the concrete component constructing structure of a kind of avoidable slag inclusion and spillage, including cast template 2 and setting exist
The fixation lumps of wood 3 outside cast template, the fixed lumps of wood 3 are fixed together with cast template 2 by steel nail, the cast template
2 lower part is provided with purge hole 8, and plug members are provided at the purge hole 8, and the plug members are removable.
The purge hole is symmetrical arranged on the opposite two sides of cast template, and two purge holes are arranged on each side.
The plug members are the closure angle steel 4 being arranged between cast template and the fixed lumps of wood, and the closure angle steel 4 can
It moves up and down.The closure angle steel includes orthogonal vertical plane 10 and bottom surface 11, and the vertical plane is located at cast template and fixation
Between the lumps of wood, fixation hole 6 is provided on the vertical plane；The position setting jagged 9 of the corresponding fixed lumps of wood, described on the bottom surface
The length and width of notch is identical as the fixed lumps of wood.The closure angle steel lower end is provided with rubber-plastic sponge item 7, the rubber-plastic sponge
The length of item 7 is identical as cast template.
The side bottom that the cast template is not provided with purge hole is provided with leakproof angle steel 5, and the leakproof angle steel 5 includes
Orthogonal vertical plane and bottom surface, the vertical plane are located between cast template and the fixed lumps of wood, are provided with fixation on the vertical plane
Hole 6.Fixation hole is passed through with fixing glue, the leakproof angle steel is fixed on cast template.Leakproof angle steel lower end is provided with
The length of rubber-plastic sponge item 7, the rubber-plastic sponge item 7 is identical as cast template.
Embodiment 2
The concrete component construction method of above-mentioned avoidable slag inclusion, specifically includes the following steps:
(1) it cast template processing installation: by cast template according to structure design size blanking, and is opened in cast template lower part
If the purge hole of high 20mm or so, cast template is installed in place, cast template selects bamboo slab rubber (multi-layer board)；
(2) leakproof angle steel and closure processing leakproof angle steel and closure angle steel: are processed according to cast template design size respectively
Angle steel, is drilled with fixation hole on the vertical plane of leakproof angle steel and closure angle steel, and steel nail diameter is used slightly larger than fixed in aperture；Angle will be blocked
The position of the corresponding fixed lumps of wood cuts out notch on steel bottom surface, and the length and width of the notch is identical as the fixed lumps of wood；
(3) fixed to block angle steel: angle steel will be blocked and be fixed temporarily together with fixing glue by fixation hole and cast template,
It blocks the following of angle steel vertical plane to flush with purge hole upper end, purge hole is in the open state at this time；
(4) fixed leakproof angle steel: the rubber-plastic sponge item of mortar leakage prevention is added under leakproof angle steel, by leakproof angle steel fixing glue
It is fixed together by fixation hole and cast template；
(5) rubbish is cleared up in template: being installed fixed lumps of wood reinforcing template, after the completion of template system is reinforced, is checked and accepted in template
The preceding purge hole by cast template side, it is with high-pressure blast or high pressure water that the rubbish such as sawdust in template are relatively another from cast template
The purge hole of side is blown out, and is cleaned out；
(6) it blocks purge hole: the fixing glue on angle steel will be blocked and extracted, install rubber-plastic sponge glue additional in the lower part for blocking angle steel
Item will block angle steel and fall to template bottom end, and the vertical plane for blocking angle steel at this time blocks purge hole；
(7) be poured concrete: being poured concrete into cast template, after drying to be formed by cast template, the fixed lumps of wood,
Angle steel, leakproof angle steel and rubber-plastic sponge adhesive tape is blocked to remove.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without deviating from the technical principle of the utility model, several improvements and modifications can also be made, these change
It also should be regarded as the protection scope of the utility model into modification.
Claims (8)
1. including cast template and consolidating outside cast template is arranged in the concrete component constructing structure of a kind of avoidable slag inclusion and spillage
Determine the lumps of wood, the fixed lumps of wood is fixed together with cast template, it is characterised in that: the lower part of the cast template, which is provided with, blows
Cleaning bottom of hole, plug members are provided at the purge hole, and the plug members are removable.
2. the concrete component constructing structure of avoidable slag inclusion according to claim 1 and spillage, it is characterised in that: the purging
Hole is symmetrical arranged on the opposite two sides of cast template.
3. the concrete component constructing structure of avoidable slag inclusion according to claim 1 and spillage, it is characterised in that: the closure
Component is the closure angle steel being arranged between cast template and the fixed lumps of wood, and the closure angle steel can move up and down.
4. the concrete component constructing structure of avoidable slag inclusion according to claim 3 and spillage, it is characterised in that: the closure
Angle steel includes orthogonal vertical plane and bottom surface, and the vertical plane is located between cast template and the fixed lumps of wood, sets on the vertical plane
It is equipped with fixation hole；Jagged, the length and width and fixation of the notch is arranged in the position of the corresponding fixed lumps of wood on the bottom surface
The lumps of wood is identical.
5. the concrete component constructing structure of avoidable slag inclusion according to claim 4 and spillage, it is characterised in that: the closure
Angle steel lower end is provided with rubber-plastic sponge item, and the length of the rubber-plastic sponge item is identical as cast template.
6. the concrete component constructing structure of avoidable slag inclusion according to claim 1 and spillage, it is characterised in that: the casting
The side bottom that template is not provided with purge hole is provided with leakproof angle steel, and the leakproof angle steel is arranged in cast template and fixation side
Between wood, fixation hole is provided on the vertical plane of the leakproof angle steel.
7. the concrete component constructing structure of avoidable slag inclusion according to claim 6 and spillage, it is characterised in that: use fixing glue
Across fixation hole, the leakproof angle steel is fixed on cast template.
8. the concrete component constructing structure of avoidable slag inclusion according to claim 6 and spillage, it is characterised in that: the leakproof
Angle steel lower end is provided with rubber-plastic sponge item, and the length of the rubber-plastic sponge item is identical as cast template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821609450.0U CN209568698U (en) | 2018-09-30 | 2018-09-30 | A kind of concrete component constructing structure of avoidable slag inclusion and spillage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821609450.0U CN209568698U (en) | 2018-09-30 | 2018-09-30 | A kind of concrete component constructing structure of avoidable slag inclusion and spillage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209568698U true CN209568698U (en) | 2019-11-01 |
Family
ID=68320406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821609450.0U Active CN209568698U (en) | 2018-09-30 | 2018-09-30 | A kind of concrete component constructing structure of avoidable slag inclusion and spillage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209568698U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138410A (en) * | 2018-09-30 | 2019-01-04 | 山东华新建筑工程集团有限责任公司 | A kind of the concrete component constructing structure and construction method of avoidable slag inclusion and spillage |
| CN112031181A (en) * | 2020-08-27 | 2020-12-04 | 中国十七冶集团有限公司 | Prefabricated wallboard and floor slab joint bin sealing tool and construction method |
| CN114718308A (en) * | 2022-05-19 | 2022-07-08 | 浙江万寿建筑工程有限公司 | Construction method for frame column base sealing mold |
| CN114892960A (en) * | 2022-04-25 | 2022-08-12 | 中国一冶集团有限公司 | Oil-immersed reinforced shear wall shaping wood formwork and construction method thereof |
-
2018
- 2018-09-30 CN CN201821609450.0U patent/CN209568698U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138410A (en) * | 2018-09-30 | 2019-01-04 | 山东华新建筑工程集团有限责任公司 | A kind of the concrete component constructing structure and construction method of avoidable slag inclusion and spillage |
| CN112031181A (en) * | 2020-08-27 | 2020-12-04 | 中国十七冶集团有限公司 | Prefabricated wallboard and floor slab joint bin sealing tool and construction method |
| CN114892960A (en) * | 2022-04-25 | 2022-08-12 | 中国一冶集团有限公司 | Oil-immersed reinforced shear wall shaping wood formwork and construction method thereof |
| CN114892960B (en) * | 2022-04-25 | 2023-10-24 | 中国一冶集团有限公司 | Oil-immersed reinforced shear wall shaping wood template and construction method thereof |
| CN114718308A (en) * | 2022-05-19 | 2022-07-08 | 浙江万寿建筑工程有限公司 | Construction method for frame column base sealing mold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209568698U (en) | A kind of concrete component constructing structure of avoidable slag inclusion and spillage | |
| CN106801517B (en) | External reinforcing and reinforcing method for school shed with prefabricated porous plate brick mixed structure | |
| CN103266767A (en) | Construction method for preventing and treating cracks between concrete structure and filler wall | |
| CN103883026A (en) | Green energy-saving cast-in-place heat-insulation composite external wall system and construction method thereof | |
| CN204492187U (en) | A kind of for the sealing locating device bottom concrete wall template | |
| CN103993736A (en) | Fastening bolt for shear wall formwork | |
| CN108952148A (en) | A kind of formwork reinforcement system and its construction method | |
| CN107083804B (en) | A kind of wall structure column joint bar construction method | |
| CN111255157A (en) | Concrete pouring device and construction method for building edge constructional column | |
| CN110952995A (en) | Construction method for external tunnel door post-cast ring beam | |
| CN109138410A (en) | A kind of the concrete component constructing structure and construction method of avoidable slag inclusion and spillage | |
| CN103883022A (en) | Earthquake-resistant, sound-insulating and crack-resistant integrated structure for inner wall and outer wall of enclosure structure and construction method thereof | |
| CN109469232A (en) | A kind of method for obligating and device of the floor reserved steel bar for climbing formwork for construction | |
| CN210117716U (en) | Trapezoidal foundation ditch lateral wall concrete typical forms of elevartor shaft | |
| CN105780975B (en) | The control technique of partition wall plank split | |
| CN209620278U (en) | Concrete anti-bank template structure with can have enough to meet need reinforcing bar inside lining | |
| CN203891470U (en) | Fastening bolt for shear wall formwork | |
| CN105019656B (en) | Construction method for floor system concrete post-cast strip suspended formwork | |
| CN106337566A (en) | High-strength repairing method for hole of cement prefabricated component | |
| CN108894498A (en) | A kind of building filling wall integrated construction technique | |
| CN205875714U (en) | A consolidate fixture for retainer plate beam mold board | |
| CN214885493U (en) | Regularization clear water concrete negative and positive angle template props up establishes device | |
| CN214194679U (en) | Reusable temporary sealing device for post-cast strip | |
| CN215055314U (en) | Reinforced formwork pouring system for enlarged cross section of concrete frame beam bottom | |
| CN213539599U (en) | Finished product flue precast concrete joint installation device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |