CN109537892A - The fixed construction method of trapezoidal column hat cone plate - Google Patents
The fixed construction method of trapezoidal column hat cone plate Download PDFInfo
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- CN109537892A CN109537892A CN201710868963.7A CN201710868963A CN109537892A CN 109537892 A CN109537892 A CN 109537892A CN 201710868963 A CN201710868963 A CN 201710868963A CN 109537892 A CN109537892 A CN 109537892A
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- wood
- lumps
- cone plate
- trapezoidal column
- hat cone
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses the construction method that a kind of trapezoidal column hat cone plate is fixed, this method presses design drawing splicing installation trapezoidal column hat cone plate first；Trapezoidal column hat cone plate and slab form edge joint position are reinforced using the triangular shape lumps of wood, the monolith lumps of wood is close to triangular shape lumps of wood tail end and carries out hoop to it using single steel pipe；Trapezoidal column hat cone plate and column template edge joint position are reinforced using the triangular shape lumps of wood, triangular shape lumps of wood bevel edge and column template are close to using the monolith lumps of wood, hoop is carried out to column template using single steel pipe and single steel pipe is located at monolith lumps of wood bottom surface, vertical support is arranged in single steel pipe hoop interval；Fan-shaped package is carried out to trapezoidal column hat cone plate four sides edge joint position using the lumps of wood, double steel pipe hoop is used to the lumps of wood of sector package, setting diagonal brace reinforces double steel pipe hoop, and diagonal brace bottom end connects scaffold.This method avoids spillage, race mould and the quick-fried mould when concreting, guarantees that trapezoidal column hat brim angle is upright, improves concrete formation effect, saves branch mold materials.
Description
Technical field
The present invention relates to the construction methods that a kind of trapezoidal column hat cone plate is fixed.
Background technique
In the trapezoidal column hat cone plate work progress of arch without beam, generallys use 50 × 100mm lumps of wood and template is added
Gu the side the 50mm vertical column hat cone plate of the lumps of wood, and top connecting plate supporting square timber is used, lumps of wood lower part connects with column；Between the lumps of wood
It postpones every 300mm cloth using 48 steel pipe interval 300mm horizontal reinforcing of φ, finally steel pipe interval 300mm vertical supporting is added
Gu.The tradition reinforcing mode has the following problems:
1. the edge joint position between bolumn cap template and column template, slab form is not reinforced, easily occur in casting concrete spillage,
The problems such as quick-fried mould, causes voids and pits, corner not upright, influences concrete formation effect；
2. not reinforced at the formwork edge joint of bolumn cap four sides, it is excessive to be easy to appear piece, equally easily leaks in casting concrete
Slurry runs the problems such as mould, quick-fried mould, causes voids and pits, corner not upright, influences concrete formation effect；
3. the lumps of wood is vertically arranged in parallel, optimization is not made for trapezoidal column hat cone plate, wastes material；
4. using vertical supporting, optimization is not made for trapezoidal bolumn cap, the vertical supporting oblique loading in casting concrete, vertically
Support easily deforms, and leads to problems such as to run mould, quick-fried mould, causes bolumn cap corner not upright, influence concrete formation effect.
Summary of the invention
Technical problem to be solved by the invention is to provide the construction method that a kind of trapezoidal column hat cone plate is fixed, this method gram
The defect for having taken traditional bolumn cap formwork reinforcement mode effectively prevents spillage when concreting, runs mould and quick-fried mould, guarantees ladder
Shape bolumn cap corner is upright, improves concrete formation effect, saves branch mold materials.
In order to solve the above technical problems, the construction method that trapezoidal column hat cone plate of the present invention is fixed includes the following steps:
Step 1: carrying out sawing sheet, the installation of trapezoidal column cap template splicing to trapezoidal column hat cone plate by design drawing；
Step 2: being reinforced to trapezoidal column hat cone plate and slab form edge joint position, according to trapezoidal bolumn cap and floor angulation
The lumps of wood is cut, bevel edge after the triangular shape lumps of wood is cut into and is close to trapezoidal column hat cone plate upper edge and horizontally disposed, use is whole
The block lumps of wood is close to triangular shape lumps of wood tail end, and the triangular shape lumps of wood and monolith are completed in trapezoidal column hat cone plate and slab form edge joint position four sides
Intersection is clenched using iron nail after lumps of wood setting, and monolith lumps of wood outer ring carries out hoop to it using single steel pipe；
Step 3: being reinforced to trapezoidal column hat cone plate and column template edge joint position, according to trapezoidal bolumn cap and column angulation other side
Wood is cut, and short side is close to trapezoidal column hat cone plate lower edge after being cut into the triangular shape lumps of wood, and triangular shape lumps of wood bevel edge is in water
Prosposition is set, and is close to triangular shape lumps of wood bevel edge and column template, trapezoidal column hat cone plate and column template edge joint position four sides using the monolith lumps of wood
Intersection is clenched using iron nail after completing the triangular shape lumps of wood and the setting of the monolith lumps of wood, carries out hoop simultaneously to column template using single steel pipe
And single steel pipe is located at monolith lumps of wood bottom surface, vertical support is arranged in single steel pipe hoop interval；
Step 4: being reinforced to trapezoidal column hat cone plate four sides edge joint position, using the lumps of wood to trapezoidal column hat cone plate four sides edge joint position
Fan-shaped package is carried out, hoop is carried out using the lumps of wood of the double steel pipe interval to sector arrangement, it is vertical from trapezoidal column hat cone plate upper edge
Directly double steel pipe hoop is reinforced in trapezoidal column cap form spacing setting diagonal brace, diagonal brace bottom end connects scaffold.
Further, vertical support described in step 3 is arranged by interval 300mm, and between the vertical support and ground
It is tight using lumps of wood pad.
Further, the vertical support top is equipped with adjustable jack.
Further, double steel pipe hoop described in step 4 is by interval 300mm arrangement.
Since the fixed construction method of trapezoidal column hat cone plate of the present invention uses above-mentioned technical proposal, i.e. this method presses design first
Mosaic image installs trapezoidal column hat cone plate；Trapezoidal column hat cone plate and slab form edge joint position are added using the triangular shape lumps of wood
Gu the monolith lumps of wood is close to triangular shape lumps of wood tail end and carries out hoop to it using single steel pipe；Using the triangular shape lumps of wood to trapezoidal column
Hat cone plate is reinforced with column template edge joint position, is close to triangular shape lumps of wood bevel edge and column template using the monolith lumps of wood, using single steel
Pipe carries out hoop to column template and single steel pipe is located at monolith lumps of wood bottom surface, and vertical support is arranged in single steel pipe hoop interval；Using
The lumps of wood carries out fan-shaped package to trapezoidal column hat cone plate four sides edge joint position, uses double steel pipe hoop, setting to the lumps of wood of sector package
Diagonal brace reinforces double steel pipe hoop, and diagonal brace bottom end connects scaffold.This method overcomes traditional bolumn cap formwork reinforcement mode
Defect, effectively prevent spillage when concreting, run mould and quick-fried mould, guarantee that trapezoidal column hat brim angle is upright, improve coagulation
Earth forming effect saves branch mold materials.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and embodiments:
Fig. 1 is the fixed construction method schematic diagram of trapezoidal column hat cone plate of the present invention；
Fig. 2 is the portion the A enlarged drawing in Fig. 1；
Fig. 3 is the portion the B enlarged drawing in Fig. 1.
Specific embodiment
Embodiment is as shown in Figure 1, Figure 2 and Figure 3, and the fixed construction method of trapezoidal column hat cone plate of the present invention includes following step
It is rapid:
Step 1: carrying out sawing sheet, trapezoidal 1 template splicing of bolumn cap installation to trapezoidal 1 template of bolumn cap by design drawing；
Step 2: reinforced to trapezoidal 1 template of bolumn cap with 21 edge joint position of slab form, according to trapezoidal bolumn cap 1 and 2 institute of floor at
Angle cuts the lumps of wood, is cut into bevel edge after the triangular shape lumps of wood 3 and is close to 11 upper edge of trapezoidal column hat cone plate and horizontally disposed,
3 tail end of the triangular shape lumps of wood is close to using the monolith lumps of wood 4, triangle is completed at trapezoidal column hat cone plate 11 and 21 edge joint position of slab form four sides
Intersection is clenched using iron nail after the shape lumps of wood 3 and the monolith lumps of wood 4 are arranged, and 4 outer ring of the monolith lumps of wood carries out ring to it using single steel pipe 5
Hoop；
Step 3: being reinforced to trapezoidal column hat cone plate 11 and 61 edge joint position of column template, according to trapezoidal bolumn cap 1 and 6 angulations of column
Degree cuts the lumps of wood, and short side is close to 11 lower edge of trapezoidal column hat cone plate, the triangular shape lumps of wood 7 after being cut into the triangular shape lumps of wood 7
Bevel edge is in a horizontal position, and is close to 7 bevel edge of the triangular shape lumps of wood and column template 61 using the monolith lumps of wood 8, trapezoidal column hat cone plate 11 with
Intersection is clenched using iron nail after the triangular shape lumps of wood 7 and the setting of the monolith lumps of wood 8 are completed in 61 edge joint position of column template four sides, using single steel
Pipe 9 carries out hoop to column template 61 and single steel pipe 9 is located at 8 bottom surface of the monolith lumps of wood, and vertical support is arranged in 9 hoop interval of single steel pipe
10；
Step 4: being reinforced to 11 four sides edge joint position of trapezoidal column hat cone plate, using the lumps of wood 12 to 11 four sides of trapezoidal column hat cone plate
Edge joint position carries out fan-shaped package, hoop is carried out using the lumps of wood 12 of the interval of double steel pipe 13 to sector package, from trapezoidal column hat cone plate
11 upper edges, which are risen, reinforces 13 hoop of double steel pipe perpendicular to the interval of trapezoidal column hat cone plate 11 setting diagonal brace 14,14 bottom end of diagonal brace
Connect scaffold 15.
Preferably, vertical support 10 described in step 3 is arranged by interval 300mm, and the vertical support 10 and ground
Between using lumps of wood pad it is tight.
Preferably, 10 top of vertical support is equipped with adjustable jack 16.By adjusting adjustable jack 16, can make vertically to prop up
Support 10 reliably pushes against 9 anchor ear of single steel pipe.
Preferably, the hoop of double steel pipe 13 described in step 4 is by interval 300mm arrangement.
If this method optimizes trapezoidal column hat cone using dry substance, specific aims such as nine offset plates, steel pipe, fastener, the lumps of wood, iron nails
The reinforcing mode of plate and slab form, column template edge joint position, each edge joint position after the flitch top reality of suitable shape all using using
Steel pipe hoop is reinforced, and each steel pipe hoop is using fastener connection, and the spillage of edge joint position, prevents quick-fried mould or race when avoiding concreting
Mould, it is ensured that the molding effect of trapezoidal column cap edge concrete, while branch mold materials has been saved, and formwork erecting structure more closes
Reason, uniform force.
Claims (4)
1. a kind of fixed construction method of trapezoidal column hat cone plate, it is characterised in that this method includes the following steps:
Step 1: carrying out sawing sheet, the installation of trapezoidal column cap template splicing to trapezoidal column hat cone plate by design drawing；
Step 2: being reinforced to trapezoidal column hat cone plate and slab form edge joint position, according to trapezoidal bolumn cap and floor angulation
The lumps of wood is cut, bevel edge after the triangular shape lumps of wood is cut into and is close to trapezoidal column hat cone plate upper edge and horizontally disposed, use is whole
The block lumps of wood is close to triangular shape lumps of wood tail end, and the triangular shape lumps of wood and monolith are completed in trapezoidal column hat cone plate and slab form edge joint position four sides
Intersection is clenched using iron nail after lumps of wood setting, and monolith lumps of wood outer ring carries out hoop to it using single steel pipe；
Step 3: being reinforced to trapezoidal column hat cone plate and column template edge joint position, according to trapezoidal bolumn cap and column angulation other side
Wood is cut, and short side is close to trapezoidal column hat cone plate lower edge after being cut into the triangular shape lumps of wood, and triangular shape lumps of wood bevel edge is in water
Prosposition is set, and is close to triangular shape lumps of wood bevel edge and column template, trapezoidal column hat cone plate and column template edge joint position four sides using the monolith lumps of wood
Intersection is clenched using iron nail after completing the triangular shape lumps of wood and the setting of the monolith lumps of wood, carries out hoop simultaneously to column template using single steel pipe
And single steel pipe is located at monolith lumps of wood bottom surface, vertical support is arranged in single steel pipe hoop interval；
Step 4: being reinforced to trapezoidal column hat cone plate four sides edge joint position, using the lumps of wood to trapezoidal column hat cone plate four sides edge joint position
Fan-shaped package is carried out, hoop is carried out using the lumps of wood of the double steel pipe interval to sector package, it is vertical from trapezoidal column hat cone plate upper edge
Directly double steel pipe hoop is reinforced in trapezoidal column cap form spacing setting diagonal brace, diagonal brace bottom end connects scaffold.
2. the fixed construction method of trapezoidal column hat cone plate according to claim 1, it is characterised in that: hang down described in step 3
Allotment support uses lumps of wood pad tight by interval 300mm arrangement between the vertical support and ground.
3. the fixed construction method of trapezoidal column hat cone plate according to claim 1 or 2, it is characterised in that: the vertical branch
Support end is equipped with adjustable jack.
4. the fixed construction method of trapezoidal column hat cone plate according to claim 1, it is characterised in that: double described in step 4
Steel pipe hoop is by interval 300mm arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710868963.7A CN109537892A (en) | 2017-09-22 | 2017-09-22 | The fixed construction method of trapezoidal column hat cone plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710868963.7A CN109537892A (en) | 2017-09-22 | 2017-09-22 | The fixed construction method of trapezoidal column hat cone plate |
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| Publication Number | Publication Date |
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| CN109537892A true CN109537892A (en) | 2019-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710868963.7A Pending CN109537892A (en) | 2017-09-22 | 2017-09-22 | The fixed construction method of trapezoidal column hat cone plate |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565948A (en) * | 2019-09-18 | 2019-12-13 | 上海建工七建集团有限公司 | Template device of inverted four-shuttle platform column cap and construction method |
| CN113585761A (en) * | 2021-09-09 | 2021-11-02 | 中建八局南方建设有限公司 | Construction platform structure of ultrahigh dome structure and construction method thereof |
| CN113982260A (en) * | 2021-09-26 | 2022-01-28 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
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| CN202064634U (en) * | 2011-03-29 | 2011-12-07 | 中天建设集团有限公司 | Formwork supporting structure for square concrete cap |
| CN102383595A (en) * | 2011-08-18 | 2012-03-21 | 江苏双楼建设集团有限公司 | Inclination angle column cap combined wood former in beamless connected upright post |
| CN103790379A (en) * | 2014-01-17 | 2014-05-14 | 上海建工二建集团有限公司 | Method for constructing connection joint between flat slab and post cap in reverse construction method |
| CN205840315U (en) * | 2016-06-29 | 2016-12-28 | 泰宏建设发展有限公司 | Inclination angle connection supporting plate cap form bracing system structure |
| CN106639306A (en) * | 2017-01-22 | 2017-05-10 | 徐仁贵 | Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof |
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2017
- 2017-09-22 CN CN201710868963.7A patent/CN109537892A/en active Pending
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| CN202064634U (en) * | 2011-03-29 | 2011-12-07 | 中天建设集团有限公司 | Formwork supporting structure for square concrete cap |
| CN102383595A (en) * | 2011-08-18 | 2012-03-21 | 江苏双楼建设集团有限公司 | Inclination angle column cap combined wood former in beamless connected upright post |
| CN103790379A (en) * | 2014-01-17 | 2014-05-14 | 上海建工二建集团有限公司 | Method for constructing connection joint between flat slab and post cap in reverse construction method |
| CN205840315U (en) * | 2016-06-29 | 2016-12-28 | 泰宏建设发展有限公司 | Inclination angle connection supporting plate cap form bracing system structure |
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Non-Patent Citations (1)
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565948A (en) * | 2019-09-18 | 2019-12-13 | 上海建工七建集团有限公司 | Template device of inverted four-shuttle platform column cap and construction method |
| CN113585761A (en) * | 2021-09-09 | 2021-11-02 | 中建八局南方建设有限公司 | Construction platform structure of ultrahigh dome structure and construction method thereof |
| CN113982260A (en) * | 2021-09-26 | 2022-01-28 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
| CN113982260B (en) * | 2021-09-26 | 2023-01-31 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
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Application publication date: 20190329 |
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