CN106639306A - Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof - Google Patents
Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof Download PDFInfo
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- CN106639306A CN106639306A CN201710047478.3A CN201710047478A CN106639306A CN 106639306 A CN106639306 A CN 106639306A CN 201710047478 A CN201710047478 A CN 201710047478A CN 106639306 A CN106639306 A CN 106639306A
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- inclination angle
- cap
- template
- side form
- supporting plate
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/028—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for columns' capital
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- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a material-saving type inclination linking and supporting plate column cap wood formwork and a construction method thereof. The material-saving type inclination linking and supporting plate column cap wood formwork comprises four horizontal supporting plates, four inclination reverse moulds and four frame column formworks which are supported by steel pipe supporting frames composed of steel pipes. The four frame column formworks are vertically arranged and form a square-shaped upright column. The inclination reverse moulds extend outwards and obliquely upwards from the four sides of the top of the square-shaped upright column. The horizontal supporting plates are connected with the upper ends of the inclination reverse moulds and extend outwards in the horizontal directions. According to the column cap wood formwork and the construction method thereof, under the condition that the mounting construction process of the column cap formwork is met, whole wood formwork cutting is avoided as far as possible, and maximization, rationalization and economization utilization of the formworks and cants which are purchased newly and in the stipulated turnover frequency and repeatable resource utilization of the waste formworks and cants can be achieved.
Description
Technical field
The present invention relates to technical field of building construction, and in particular to a kind of nodal wood type inclination angle connection supporting plate cap plank sheathing and its
Construction method.
Background technology
Cap is referred to when floow load is larger, is bearing capacity, rigidity and the punch resistant capability for improving plate, is set in capital
Put for increasing structure of the post to plate rest area.
Notification number discloses a kind of inclination angle connection supporting plate cap shuttering supporting body for the Chinese patent literature of CN205840315U
Architecture, the support system structure includes cap horizontal shelf and vertical side form, cap inclination angle side form and integrated support frame, its
In be provided with multiple deep floors and backing at the cap inclination angle side form back side, cap inclination angle side form is by being oppositely arranged respectively
Two rectangle templates and two trapezoid templates are spliced, and each relative edge of trapezoid template and the two of rectangle template are grown to phase
Opposite side is respectively equipped with splay 45 ° of chamferings；The rectangle template is made up of finished product monoblock template.
The inclination angle connection supporting plate cap form bracing system structure of prior art needs cutting times many, prepares loaded down with trivial details.
The content of the invention
It is an object of the invention to provide a kind of nodal wood type inclination angle connection supporting plate cap plank sheathing and its construction method, are meeting
In the case of cap model sheetinstallat construction technology, it is avoided as much as cutting whole plank sheathing, and accomplishes new purchase or regulation week
Turn the maximization of template in number of times and flitch, rationalization, economized utilize and waste and old template and flitch repeatable resource
Change and utilize.
For achieving the above object, a kind of nodal wood type inclination angle of the invention joins supporting plate cap plank sheathing, it is characterised in that the section
Material type inclination angle connection supporting plate cap plank sheathing includes four pieces of horizontal shelfs, four pieces of inclination angles that the steel pipe support being made up of steel pipe is supported
Reverse mould and four block frame column templates；The framed column template is vertically placed and four block frame column templates surround " mouth " font column,
The inclination angle reverse mould extends outwards and obliquely upward from the side of top four of " mouth " the font column, the horizontal shelf with it is described
The upper end of inclination angle reverse mould connects and stretches out in the horizontal direction；Level support is provided between the horizontal shelf and steel pipe support
Plate wood stupefied, is provided with deep floor, the framed column template and the steel pipe between the inclination angle reverse mould and the steel pipe support
Frame column wood stupefied is provided between support, is provided with what is supported by steel pipe support between the deep floor and frame column wood stupefied
The reinforcement backing wood stupefied of horizontal positioned；The framed column template and frame column wood stupefied level there is penetrated with split bolt, described pair of drawing
The end of bolt is fixed by steel pipe support.
Optionally, the split bolt is two for being arranged above and below.
Optionally, between the inclination angle reverse mould and the horizontal shelf and the inclination angle reverse mould and framed column template it
Between be respectively formed 45 ° of chamferings.
The present invention also provides the construction method that a kind of nodal wood type inclination angle joins supporting plate cap plank sheathing, and methods described includes：
A, according to nodal wood type inclination angle provided by the present invention join supporting plate cap plank sheathing carry out inclination angle connection supporting plate cap template
Manuscript and assembled G- Design；
B, simple type template Special chamfering Mold Making；
C, the oblique side form examination in cap inclination angle are assembled；
D, cap template canalization patch blanking, processing；
E, 45 ° of chamfering canalization batch machining of inclination angle side form；
F, machining inclination angle side form deep floor and backing wood stupefied semi-finished product, molectron design, canalization patch blanking, plus
Work；
G, cap plane positioning control line bullet set；
H, framed column template are installed, chainless drives template support frame body is set up；
I, carry out floor template installation in reserved cap installation site；
J, cap horizontal shelf and inclination angle side form support system are set up；
The vertical side form of k, cap and horizontal shelf are installed；
The installation of l, cap imposite inclination angle side form and its deep floor and backing wood stupefied；
The installation of the trapezoidal inclination angle side form of m, cap and its deep floor and backing wood stupefied；
N, inclination angle side form deep floor and backing wood stupefied back side timber wedge are arranged and fastened；
O, cap template detailed treatment, cleaning, brush releasing agent, examination.
Optionally, in step a, inclination angle connection supporting plate cap is drawn out respectively using computer and AutoCAD graphics softwares
The vertical side form of cap and horizontal shelf, inclination angle side form, inclination angle side form deep floor and backing wood stupefied manuscript, spelling in template system
Dress figure and in-site installation figure.
Optionally, step b is specifically included：Minor face is carried out by two stock materials, size, thickness and shape identical plank sheathing
The plank sheathing crossed with 45 ° of one end chamfering after 45 ° of chamferings pieces together the equilateral triangle mould support body at vertical 90 ° of angles, and with level
Plank sheathing base carries out effective stitching and fixes, at the same triangular mould support body acute angle end arrange carry out in advance 45 ° of chamferings,
The postive stop baffle clamp that chamfer and breach are processed.
Optionally, in step i, the cap plane positioning control line set using prior bullet on flooring during installation come and utilize
Hammer hangs vertical method to position and control cap plan-position.
Optionally, step o is specifically included：Form joint thin portion is checked one by one, to the fissure of displacement, the exceeded place of difference of height,
Loosening should all rebuild in place, and unnecessary fragmentary leftover bits and pieces, debris produced by surface during cap template construction etc. are clear
It is gently soft to overlay film gluing plank sheathing cotton to wipe one time after reason is clean.
The invention has the advantages that：
Traditional chainless drives inclination angle is joined 4 block sizes and shape in supporting plate cap construction method by the present invention by process modification
Identical trapezoidal plank sheathing makes into be installed into relative position by 2 pieces, size and the identical trapezoidal plank sheathing of shape and 2
Whole plank sheathing of the finished product that block need not cut is assembled, and inclination angle side form back side triangle deep floor and backings in cap
It is stupefied using trapezoidal plank sheathing blanking processing after remaining rim charge template and whole engineering foundation, agent structure template system in
The odd rim charge template that produces after processing and flitch is ingenious is made, in the situation for meeting cap model sheetinstallat construction technology
Under, it is avoided as much as cutting whole plank sheathing, and accomplish the maximum of new purchase or in the regulation number of turnover template and flitch
Change, rationalize, economized utilize and waste and old template and flitch repeatable recycling, and whole of the finished product that need not be cut
Plank sheathing is used in turn again after cap construction terminates as engineering wall column and contignation formwork, reaches reduction turnover
Material input amount, reduce loss rate, reduction waste, cost-effective purpose.
In the present invention during cap angled side mould on-site consolidation, only will need to process in workshop canalization patch blanking in advance
2 blocks of trapezoidal plank sheathings, 2 blocks of finished product monoblock plank sheathings that need not be cut cap reserved place when at the scene chainless drives floor template is installed
Put and installed, and inclination angle side form back side triangle deep floor and backing wood stupefied can be processed in the prior canalization in workshop
Semi-finished product assembly, eliminates the scattered operation for spelling nail of workload and scene of another 2 trapezoidal plank sheathing blanking cuttings, greatly
Construction is facilitated, construction speed is accelerated, is improve efficiency of construction.
The present invention by making simple type template chamfer mould by oneself, each relative edge with trapezoidal plank sheathing assembled to cap with
The long side of whole Zhang Chengpin plank sheathings to relative edge into splayed unification carry out 45 ° of chamfering rear pattern plate chamfering sections it is straight, smooth,
Straight, angle is consistent, distortionless, it is ensured that after the assembly of cap inclination angle side form each inner corner trim seam and the upper and lower mouth of inclination angle side form with
Seam is identical, tight between horizontal shelf and framework capital, eliminates the technique for pasting foam sponge bar, it is ensured that above-mentioned seam
There is no spillage phenomenon in concrete vibrating in position；On the other hand, added by arranging multiple tracks triangle at the inclination angle side form back side
Strong floor and backing wood stupefied semi-finished product assembly, inclination angle side form is converted into after vertical angle by adopting steel pipe, timber wedge by cap
After inclination angle template and horizontal shelf template system are fastened together with whole chainless drives template support frame body, it is ensured that cap template
Integral rigidity, strength and stability, after cap concrete and form removal are poured by regulation, the cap concrete of institute's molding has
Physical dimension is accurate, inclination angle bevel angle is correct, clearly demarcated straight, the concrete surface flat smooth of angle, nothing rise mould, dislocation, leakage
The mass defects such as slurry, honeycomb, while cap flat slab structure quality is improved, clear-water concrete effect when cap structure reaches
Really, eliminate later stage decoration stage to paint, criticize putty work, efficiently avoid the quality cost needed for reinforcement of concrete defect
Increase, be truly realized construction molding, be once constructed into it is excellent, reached the required cap flat slab structure of design greatly across
Degree, the large space effect of high headroom, meet engineering and use functional requirement, improve economy, society and environmental benefit.
Description of the drawings
Fig. 1 is a kind of structural representation of specific embodiment of connection supporting plate cap plank sheathing in nodal wood type inclination angle of the present invention.
Fig. 2 is a kind of partial structural diagram of specific embodiment of connection supporting plate cap plank sheathing in nodal wood type inclination angle of the present invention
(inclination angle side form 45 ° of chamferings suitable for reading).
Fig. 3 is a kind of partial structural diagram of specific embodiment of connection supporting plate cap plank sheathing in nodal wood type inclination angle of the present invention
(inclination angle side form 45 ° of chamferings suitable for reading).
Fig. 4 is a kind of partial structural diagram of specific embodiment of simple type template Special chamfering mould of the present invention.
Fig. 5 is a kind of structural representation of specific embodiment of cap after molding.
Specific embodiment
Following examples are used to illustrate the present invention, but are not limited to the scope of the present invention.
As shown in figure 1, the present invention provides a kind of nodal wood type inclination angle joins supporting plate cap plank sheathing, it is characterised in that the section
Material type inclination angle connection supporting plate cap plank sheathing includes 100, four pieces of four pieces of horizontal shelfs that the steel pipe support being made up of steel pipe 1 is supported
The block frame column template 102 of inclination angle reverse mould 101 and four；The framed column template 102 is vertically placed and four block frame column templates 102 enclose
Into " mouth " font column, the inclination angle reverse mould 101 is outside from the side of top four of " mouth " the font column and extends obliquely upward,
The horizontal shelf 100 connects with the upper end of the inclination angle reverse mould 101 and stretches out in the horizontal direction；The horizontal shelf
Horizontal shelf wood stupefied 103 is provided between 100 and steel pipe support, is arranged between the inclination angle reverse mould 101 and the steel pipe support
There is deep floor 104, frame column wood stupefied 105, the reinforcement are provided between the framed column template 102 and the steel pipe support
The reinforcement backing wood stupefied 106 of the horizontal positioned supported by steel pipe support is provided between floor 104 and frame column wood stupefied 105；
The framed column template 102 and the level of frame column wood stupefied 105 there is penetrated with split bolt 2, and the end of the split bolt 2 is by steel pipe
Support is fixed.Template of the present invention be applied to underground parking, megastore, logistics center, office building, hospital, etc. large span, big
The processing of flat slab structure inclination angle connection supporting plate cap template and construction in the architectural engineering in space.
As shown in figure 1, in order to improve fixed effect, the split bolt 2 is two for being arranged above and below.
As Figure 2-3, a kind of specific embodiment, between the inclination angle reverse mould 101 and the horizontal shelf 100, with
And it is respectively formed 45 ° of chamferings (i.e. 135 °) between the inclination angle reverse mould 101 and framed column template 102.
The core process principle of the present invention：Using homemade simple type template chamfer mould, to canalization batch machining
Each relative edge of trapezoidal plank sheathing and need not cut 2 of whole Zhang Chengpin plank sheathings are long falls by 45 ° to relative edge's unification
Into after splayed, at the scene the cap reserved location of chainless drives floor template successively carries out horizontal shelf and vertical side form, inclines at angle
The installation of whole plank sheathing and trapezoidal plank sheathing in the side form of angle, and strengthened by arranging multiple tracks triangle at the inclination angle side form back side
After floor and the fastening of backing wood stupefied, timber wedge and chainless drives floor template supporting frame are integral, geometric space size is assembled into accurate
Really, firmly, tight, the consistent inclination angle connection supporting plate cap template of seam, the cap concrete physical dimension after molding is accurate, inclination angle
The mass defects such as mould, the fissure of displacement, spillage, honeycomb that bevel angle is correct, the clearly demarcated straight, surfacing of angle is smooth, nothing rises, eliminate
Later stage paints, criticizes putty work, and efficiently avoid the quality cost needed for reinforcement of concrete defect increases, and is finally reached saving
Circulation material, simplified construction technology, raising efficiency of construction, reduction construction cost and raising cap flat slab structure quality and structure
The purposes such as headroom span, economic, social and environmental benefit is notable.
The present invention also provides the construction method that a kind of nodal wood type inclination angle joins supporting plate cap plank sheathing, and methods described includes：a、
Inclination angle connection supporting plate cap template manuscript and assembly are carried out according to the nodal wood type inclination angle connection supporting plate cap plank sheathing that the present invention is provided
G- Design；B, simple type template Special chamfering Mold Making；C, the oblique side form examination in cap inclination angle are assembled；D, cap template canalization
Patch blanking, processing；E, 45 ° of chamfering canalization batch machining of inclination angle side form；F, inclination angle side form deep floor and backing wood stupefied half
Finished product, molectron design, canalization patch blanking, processing；G, cap plane positioning control line bullet set；H, framed column template
If, chainless drives template support frame body sets up；I, carry out floor template installation in reserved cap installation site；J, cap horizontal shelf
And inclination angle side form support system is set up；The vertical side form of k, cap and horizontal shelf are installed；L, cap imposite inclination angle side form and its add
The installation of strong floor and backing wood stupefied；The installation of the trapezoidal inclination angle side form of m, cap and its deep floor and backing wood stupefied；N, inclination angle
Side form deep floor and backing wood stupefied back side timber wedge are arranged and fastened；O, cap template detailed treatment, cleaning, brush releasing agent, test
Receive.
A, inclination angle connection supporting plate cap template manuscript and assembled G- Design
According to connection supporting plate cap feature in inclination angle in engineering drawing design, using computer and AutoCAD graphics softwares anti-
Polyphony is whole, continue to optimize on the basis of draw out respectively inclination angle connection supporting plate cap template system in the vertical side form of cap and level support
Plate, inclination angle side form (trapezoidal plank sheathing and whole plank sheathing), inclination angle side form deep floor and backing wood stupefied manuscript, construction diagrams and
In-site installation figure (figure containing form bracing system), the template of different parts all should accurately calculate dated length, width in each cap
Degree, height equidimension simultaneously carry out template classification numbering, wherein cap water by its different classes of and live priority erection sequence unification
The width of lifts plate should be slightly bigger than the horizontal shelf width after cap concrete formation, to ensure outside during horizontal shelf location and installation
Side has certain ship clearance energy support upright side form；Cap water after should ensure that it with molding to the height dimension of vertical side form
Lifts plate height design load is definitely consistent；To the corner connection of template negative and positive seam, between vertical side form and horizontal shelf and flooring flat board, incline
Angle side form is suitable for reading, lower mouth position of joints detail operating different from seam etc. between horizontal shelf and framework capital all should be with construction
Full-page proof detail drawing form gives clearly, can correct, legibly instruct blanking, processing, the installation of cap template, is easy to site operation
With quality examination, control, examination.
B, simple type template Special chamfering Mold Making
Simple type template Special chamfering mould is formed using scene self-control.Specifically by two stock materials, size, thickness and shape
Identical plank sheathing by the plank sheathing that minor face carries out being crossed with 45 ° of one end chamfering after 45 ° of chamferings piece together vertical 90 ° of angles etc.
Side triangular mould support body, and carry out effective stitching with byatt die plate base and fix, while sharp in triangular mould support body
Angle end arranges and carries out the postive stop baffle clamp that 45 ° of chamferings, chamfer and breach are processed in advance, is finally fabricated to simple type template
Special chamfering mould, is applied in combination with carpenter's circular saw.Make the simple type template Special chamfering mould such as Fig. 4 institutes after molding
Show.
C, the examination of cap inclination angle side form are assembled
It is according to designed in advance inclination angle connection supporting plate cap template manuscript and construction diagrams that the oblique side form in cap inclination angle is (terraced
Shape plank sheathing and whole plank sheathing), inclination angle side form deep floor and backing wood stupefied select one piece of flatness deviation not surpass at the scene
The place of 1mm, area about 4m2 is crossed by 1:Setting-out in kind is carried out after 1 measure, processing, chamfering and examination is assembled, to check inclination angle
Join supporting plate cap template manuscript and construction diagrams design effect, feasibility and need where further Optimal improvements, and solve multiple
The problems such as miscellaneous spot size Construction treatment, so as to finally determining relevant blanking, processing dimension, improving inclination angle connection supporting plate cap template
Manuscript and construction diagrams design content, be cap inclination angle side form canalization patch blanking, processing carry out technique preparation.
D, cap template canalization patch blanking, processing
The side form examination assembly of cap inclination angle is Jing after with site supervision acceptance(check), you can by the final inclination angle connection supporting plate post for determining
At the scene carpentry work-shop or commission factory carry out the vertical side form of cap, horizontal shelf and ladder for hat cone plate manuscript and assembled design drawing
The canalization patch blanking of shape inclination angle side form, processing and the customized purchase of whole Zhang Chengpin inclination angles side form, vertical side form, level support
Plate is formed using 4 pieces of template splits, and odd block is reduced as far as possible, and to reduce piece, vertical side form should ensure that its height dimension
It is absolutely accurate, so as not to cause when excessive installation difficulty, it is too small when then increase its gap and floor template between suitable for reading and affect
Cap concrete formation quality.The template for processing should be by different size classifying and numbering, stacking, covering.Template stacks place should
Accomplish smooth, in order to avoid cause the flexural deformation of template and directly affect cap template assembly quality and concrete formation effect.It is fixed
Cap template after type processing can directly be lifted into job site and be installed, it is to avoid workman at the scene any sawing and produce
Various errors and waste of material.
E, 45 ° of canalization chamfer machinings of inclination angle side form
Using self-control simple type template Special chamfering mould, to the trapezoidal chamfering plank sheathing of the good cap of canalization batch machining
Each relative edge and the whole Zhang Chengpin plank sheathings that need not be cut length to relative edge unify by 45 ° of chamferings into splayed, incline
Operation should be responsible for by special messenger during 45 ° of chamfer machinings of angle side form, chamfer mould should be checked before processing, it is ensured that postive stop baffle clamp and three
The fixed non-loosening of angular mould support body base inclines with triangular mould support body, and plate is parallel and spacing is of moderate size (according to institute
Processing template thickness determines), to ensure canalization batch machining after template side chamfering oblique section is straight, smooth, straight, angle
Degree is consistent, distortionless, to guarantee the assembly of cap inclination angle side form after each negative and positive corner connection seam and inclination angle side form is suitable for reading, lower mouth and level
Seam is identical, tight between supporting plate and framework capital, it is ensured that above-mentioned seam areas do not occur spillage offer in concrete vibrating
Precondition.Inclination angle side form after chamfer machining is same
Sample needs classifying and numbering to stack by different size is built on stilts, and makees anti-rain, anti-insolation and block measure.
F, inclination angle side form deep floor and the design of backing wood stupefied semi-finished product molectron, canalization patch blanking, processing.
1st, inclination angle side form deep floor and backing wood stupefied semi-finished product molectron are designed.
Inclination angle side form deep floor and backing wood stupefied semi-finished product molectron are little by one block of right angled triangle plank sheathing and two
Flitch is combined, and should ensure that angular dimension is (trapezoidal with cap side form between triangle floor hypotenuse and long right-angle side during design
Plank sheathing, whole plank sheathing) inclination angle size sum should be able to be close to and support cap equal to 180 °, the i.e. hypotenuse of triangle floor
Side form.A piece side that the long right-angle side in triangle floor is laterallyd secure with horizontal direction when backing wood stupefied is designed, for steady
Determine triangle floor；Another oblique side for being fixed on triangle floor hypotenuse, for the fixation between floor and side form, this
I.e. floor and backing wood stupefied semi-finished product molectron play a part of to support and strengthen inclination angle side form on the whole.Above inclination angle side form adds
Strong floor and backing wood stupefied semi-finished product molectron when designing should with the clear and definite floor of CAD diagram form, the shape of backing wood stupefied, size,
Size, so as to its canalization patch blanking, processing and assembling.
2nd, inclination angle side form deep floor and backing wood stupefied semi-finished product molectron canalization patch blanking, processing
Inclination angle side form deep floor and backing wood stupefied semi-finished product molectron canalization patch blanking, plus man-hour should arrange special messenger
It is responsible for being carried out in strict accordance with the design drawing of molectron, to guarantee the size statistic one of each molectron.
G, cap plane positioning control line bullet set
Before framed column template is installed, chainless drives template support frame body is set up, by project construction person and surveyor according to building
The layer control main shaft and Design Requirement Drawing pilot measurement in the floor concrete basic unit for clearing up ejects each cap place framework
Outer edge control line in the cross centre line of post, frame column sideline and cap horizontal shelf.Cap plane positioning control line bullet sets
When should be noted that from floor periphery to centre to close up and carry out.
H, framed column template are installed, chainless drives template support frame body is set up
Framed column template install before should bullet set control line, its method and require with " cap plane positioning control line bullet sets " will
Ask.Chainless drives template support frame body set up before equally should bullet set vertically and horizontally supporting steel pipe control line or draw control line, to ensure to indulge
Horizontal in a row system line.Live framed column template using shaping size, unified blanking, to make up and solving after floor concrete pours
Framed column template absolute altitude value suitable for reading realistic problem not of uniform size is affected because of its surface smoothness error, it is ensured that cap angled side
After mould assembly its lower seam between mouth and framework capital coincide, it is tight, it is necessary to control framework column template absolute altitude suitable for reading unanimously and is accorded with
Close constructing operation to require.Before formwork frame column reinforcing bar root surrounding with the method for spreading certain thickness cement mortar screeding band come
Adjustment eliminates capital absolute altitude error amount.Horizontal can be made using 12# channel-section steels and 16mm split bolts to the big cross section frame column of more than 1m
Stupefied and fastening system, is risen mould phenomenon with guaranteeing frame column cross dimensions suitable for reading and preventing weak link from concrete occurring.Chainless drives
Template support frame body should take into full account and take into account the compatibility and globality that cap position support system sets up when setting up.Frame column
Routinely technological requirement is carried out for formwork erection and other erection methods of chainless drives template support frame body and requirement.
I, floor template are installed (reserved cap installation site)
It is first when floor template is installed to start to install from cap reserved location surrounding, and installed with imposite.Building is utilized during installation
The cap plane positioning control line that prior bullet sets on face comes and hangs vertical method to position and control cap plane position using hammer
Put.Routinely technological requirement is carried out for the installation methods such as floor template wood stupefied, bed board and requirement.
J, cap horizontal shelf and inclination angle side form support system are set up
Cap horizontal shelf and inclination angle side form support system should be sufficiently familiar with " inclination angle connection supporting plate cap template processing before setting up
Figure and assembled G- Design (figure containing form bracing system) ", when setting up should it is reasonable, make full use of existing chainless drives formwork-support
Body, and effective drawknot is carried out with framed column template support system, fastener should have enough antiskid bearing capacities in support system, must
When wanting, double fasteners are taken to carry out reinforcement process after logical checking computations big load cap, to ensure whole cap horizontal shelf and incline
Angle side form support system has enough intensity, rigidity and stability, accomplishes not only to divide but also close, i.e., form whole again with independent system
Body, can bear the weight and construction loads of cap horizontal shelf and inclination angle side form and concrete, and lotus can be effectively carried out again
The decomposition of load, transmission, it is ensured that frame body safe.
K, cap horizontal shelf and vertical side form are installed
Cap horizontal shelf support system is set up and carry out by completing after acceptance(check) cap horizontal shelf and vertical side form
Install.Horizontal shelf first laterally lays wood stupefied on steel pipe support support body before installing by prescribed distance, it should be noted that wood stupefied length with
Simultaneously the installation of without prejudice to cap side form is defined the effectively supporting horizontal shelf of energy.Wood stupefied laying terminates followed by lay cap level support
Plate, and controlling that its inside edge is consistent with the inner side control line in cap plane positioning to use afterwards carpenter's ferrum using messenger wire mode of hanging down
Nail is fixed in the wood stupefied of lower section.Vertical side form is installed, vertical side form should be on upper and lower both sides after horizontal shelf installation
The elongated flitch of edge nail, vertically embeds mounted horizontal shelf and without between beam lid floor template, equally uses carpenter's iron nail
It is fixed in the wood stupefied of lower section.
L, cap imposite inclination angle side form and its deep floor and backing wood stupefied are installed
Multiple tracks deep floor and backing wood stupefied carpenter's wire nail are first fixed on its back of the body by cap imposite inclination angle side form before installing
Face, when then is installed the oblique side form in two imposite inclination angles of cap respectively into relative position by its lower 45 ° of chamfering of mouth cross it is oblique
Section is bearing in the suitable for reading of framed column template, and with post mould inner side flush, while deep floor and backing wood stupefied are shelved on
On the support system back cord of inclination angle side form.Because cap imposite inclination angle side form size and weight are relatively large, it is installed, timing
Should be operated with upper-lower position from two people, the oblique side form upper and lower opening in imposite inclination angle respectively with horizontal shelf in
Side, frame column mould opposite joint suitable for reading, coincide after every 250mm with carpenter's wire nail respectively by its lower mouth with stitching suitable for reading in frame column mould
In the backing wood stupefied of horizontal shelf.The upper and lower junction of the oblique side form in cap imposite inclination angle after installation answers piece tight, firm,
There is no the common quality defect problems such as spillage and the mould that rises when guaranteeing concreting.
Deep floor and backing wood stupefied also can be first arranged on support system back cord, then installed again, are fixed cap imposite
Inclination angle side form, deep floor and backing wood stupefied are finally fixed on the back side of inclination angle side form by carpenter's wire nail.
The trapezoidal inclination angle side form of m, cap and its deep floor and backing wood stupefied are installed
The oblique side form in two imposite inclination angles of cap then installs remaining in the template of cap inclination angle by installing after meeting the requirements
The oblique side form in two pieces of trapezoidal inclination angles, its installation procedure, method and related request are with " cap imposite inclination angle side form and its ribs
Plate and backing wood stupefied are installed " content.
N, inclination angle side form deep floor and backing wood stupefied back side timber wedge are arranged and fastened
Integral rigidity, strength and stability after to guarantee the side form installation of cap inclination angle, reduces deformation, prevents to disintegrate, and protects
The mass defects such as mould, spillage that physical dimension is accurate after card cap concrete formation, inclination angle bevel angle is correct, nothing rises, in cap
After inclination angle side form and its deep floor and backing wood stupefied installation, by checking one by one and timber wedge should be set incline cap is trapezoidal
Angle side form and its deep floor and backing wood stupefied are integral with whole chainless drives template support frame body fastening side, and prevent from omitting.
O, cap template detailed treatment, cleaning, brush releasing agent and examination
As shown in figure 5, after the completion of the connection supporting plate cap model sheetinstallat of inclination angle, it is thin to form joint etc. that scene arranges special messenger to be responsible for
Portion checked one by one, and the fissure of displacement, the exceeded place of difference of height, loosening should all be rebuild in place, and by during cap template construction
After unnecessary fragmentary leftover bits and pieces, debris produced by surface etc. are cleaned out, brushing aqueous release agent, and its consumption should not be excessive,
Overlay film gluing plank sheathing only need to be wiped one time with cotton is gently soft.Correlation should be organized before cap concrete pouring construction
According to the rules program carries out " three inspection " and concealment acceptance to template to personnel, qualified and fulfil corresponding operation and apply for checking and examination and hidden inspection formality
After can carry out next procedure construction.
Although the present invention is described in detail above to have used general explanation and specific embodiment, at this
On the basis of invention, it can be made some modifications or improvements, this will be apparent to those skilled in the art.Therefore,
Without departing from theon the basis of the spirit of the present invention these modifications or improvements, belong to the scope of protection of present invention.
Claims (8)
1. a kind of nodal wood type inclination angle joins supporting plate cap plank sheathing, it is characterised in that the nodal wood type inclination angle joins supporting plate cap wooden model
Plate includes four pieces of horizontal shelfs (100), the four pieces of inclination angle reverse moulds (101) and four that the steel pipe support being made up of steel pipe (1) is supported
Block frame column template (102)；The framed column template (102) is vertically placed and four block frame column templates (102) surround " mouth " word
Shape column, the inclination angle reverse mould (101) is outside from the side of top four of " mouth " the font column and extends obliquely upward, the water
Lifts plate (100) connects and stretches out in the horizontal direction with the upper end of the inclination angle reverse mould (101)；The horizontal shelf
(100) be provided with horizontal shelf wood stupefied (103) and steel pipe support between, the inclination angle reverse mould (101) and the steel pipe support it
Between be provided with deep floor (104), be provided with frame column wood stupefied between the framed column template (102) and the steel pipe support
(105), it is provided with the horizontal positioned supported by steel pipe support between the deep floor (104) and frame column wood stupefied (105)
Reinforcement backing wood stupefied (106)；The framed column template (102) and frame column wood stupefied (105) level there is penetrated with split bolt
(2), the end of the split bolt (2) is fixed by steel pipe support.
2. nodal wood type inclination angle according to claim 1 joins supporting plate cap plank sheathing, it is characterised in that the split bolt
(2) it is be arranged above and below two.
3. nodal wood type inclination angle according to claim 1 joins supporting plate cap plank sheathing, it is characterised in that the inclination angle reverse mould
(101) it is respectively formed between the horizontal shelf (100) and between the inclination angle reverse mould (101) and framed column template (102)
45 ° of chamferings.
4. a kind of nodal wood type inclination angle joins the construction method of supporting plate cap plank sheathing, it is characterised in that methods described includes：
A, the nodal wood type inclination angle connection supporting plate cap plank sheathing according to any one in claim 1-3 carry out inclination angle connection supporting plate
Cap template manuscript and assembled G- Design；
B, simple type template Special chamfering Mold Making；
C, the oblique side form examination in cap inclination angle are assembled；
D, cap template canalization patch blanking, processing；
E, 45 ° of chamfering canalization batch machining of inclination angle side form；
F, machining inclination angle side form deep floor and backing wood stupefied semi-finished product, molectron design, canalization patch blanking, processing；
G, cap plane positioning control line bullet set；
H, framed column template are installed, chainless drives template support frame body is set up；
I, carry out floor template installation in reserved cap installation site；
J, cap horizontal shelf and inclination angle side form support system are set up；
The vertical side form of k, cap and horizontal shelf are installed；
The installation of l, cap imposite inclination angle side form and its deep floor and backing wood stupefied；
The installation of the trapezoidal inclination angle side form of m, cap and its deep floor and backing wood stupefied；
N, inclination angle side form deep floor and backing wood stupefied back side timber wedge are arranged and fastened；
O, cap template detailed treatment, cleaning, brush releasing agent, examination.
5. construction method according to claim 4, it is characterised in that in step a, using computer and AutoCAD systems
Figure software draws out respectively the vertical side form of cap and horizontal shelf, inclination angle side form, inclination angle in the connection supporting plate cap template system of inclination angle
Side form deep floor and backing wood stupefied manuscript, construction diagrams and in-site installation figure.
6. construction method according to claim 4, it is characterised in that step b is specifically included：By two stock materials, size, thickness
The plank sheathing that minor face carries out being crossed with 45 ° of one end chamfering after 45 ° of chamferings is pieced together vertical 90 ° of angles by degree and shape identical plank sheathing
Equilateral triangle mould support body, and enter stitching with byatt die plate base and fix, while in triangular mould support body acute ends
Portion arranges and carries out the postive stop baffle clamp that 45 ° of chamferings, chamfer and breach are processed in advance.
7. construction method according to claim 4, it is characterised in that in step i, using bullet in advance on flooring during installation
If cap plane positioning control line and using hammer hang vertical method to position and control cap plan-position.
8. construction method according to claim 4, it is characterised in that step o is specifically included：To form joint thin portion one by one
Checked, the fissure of displacement, the exceeded place of difference of height, loosening should all be rebuild in place, and by surface institute during cap template construction
It is gently soft to overlay film gluing plank sheathing cotton to wipe one time after unnecessary fragmentary leftover bits and pieces, debris for producing etc. are cleaned out.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710047478.3A CN106639306A (en) | 2017-01-22 | 2017-01-22 | Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710047478.3A CN106639306A (en) | 2017-01-22 | 2017-01-22 | Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof |
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| CN106639306A true CN106639306A (en) | 2017-05-10 |
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| CN109537892A (en) * | 2017-09-22 | 2019-03-29 | 上海宝冶集团有限公司 | The fixed construction method of trapezoidal column hat cone plate |
| CN109750833A (en) * | 2019-03-07 | 2019-05-14 | 中建八局第三建设有限公司 | A kind of variable cross-section sets up structure without beam column cap |
| JP2020059983A (en) * | 2018-10-05 | 2020-04-16 | 株式会社竹中工務店 | Base floor structure and construction method of base floor |
| CN112681750A (en) * | 2020-12-24 | 2021-04-20 | 中建四局第六建设有限公司 | Concrete pouring construction method for large steel mould independent high and large column with column cap |
| US11479929B2 (en) | 2020-08-07 | 2022-10-25 | Peri Se | Formwork system and method |
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| CN205369907U (en) * | 2015-12-18 | 2016-07-06 | 山西建筑工程（集团）总公司 | Pin -connected panel combination pile cap material -saving plank sheathing |
| 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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| 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 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109537892A (en) * | 2017-09-22 | 2019-03-29 | 上海宝冶集团有限公司 | The fixed construction method of trapezoidal column hat cone plate |
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| JP7230313B2 (en) | 2018-10-05 | 2023-03-01 | 株式会社竹中工務店 | Basement structure and construction method of basement |
| CN109750833A (en) * | 2019-03-07 | 2019-05-14 | 中建八局第三建设有限公司 | A kind of variable cross-section sets up structure without beam column cap |
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| US11885083B2 (en) | 2020-08-07 | 2024-01-30 | Peri Se | Formwork system and method |
| CN112681750A (en) * | 2020-12-24 | 2021-04-20 | 中建四局第六建设有限公司 | Concrete pouring construction method for large steel mould independent high and large column with column cap |
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Application publication date: 20170510 |