CN107190861A - A kind of contrary sequence method template construction technique - Google Patents
A kind of contrary sequence method template construction technique Download PDFInfo
- Publication number
- CN107190861A CN107190861A CN201710598368.6A CN201710598368A CN107190861A CN 107190861 A CN107190861 A CN 107190861A CN 201710598368 A CN201710598368 A CN 201710598368A CN 107190861 A CN107190861 A CN 107190861A
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- template
- steel pipe
- diagonal brace
- column
- wall
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
Abstract
The invention discloses a kind of contrary sequence method template construction technique, comprise the following steps that：Step one, surveying setting-out；Step 2, formwork bracing system is set up；Step 3, the installation of Liangping platform and plate platform template；Step 4, the installation of column template；Step 5, the installation of wall form；Step 6, the installation of stair template.The working face crossings on different level of carpenter and bar bender in the technique, synchronous to carry out respective operation, procedure arrangement is compact, and carpenter and bar bender can work continuously the not work holdup, and speed of application is quick；The stirrup sealed afterwards at column template and wall form, bean column node is banded with enough working faces, it is ensured that the quality of bean column node position stirrup colligation；It can be poured using concrete one piece, reduce staying for horizontal construction joint and set；During timber work, the saw foam and garbage energy that beam, plate leave are cleaned out with hair-dryer in time, it is ensured that no debris is retained in template in reinforcing bar process of binding, improves concrete pouring quality.
Description
Technical field
The present invention relates to building field, specifically a kind of contrary sequence method template construction technique.
Background technology
With China various regions Daxing building, architectural engineering turns into popular industry again, and construction material is the basis of architectural engineering,
Construction material can be divided into structural material, ornament materials and some proprietary materials.Structural material includes timber, bamboo wood, stone material, water
Mud, concrete, metal, brick and tile, ceramics, glass, engineering plastics, composite etc.；Ornament materials include various coating, paint,
Coating, veneer, assorted ceramic tile, glass with special-effect etc.；Proprietary material refers to for waterproof, protection against the tide, anti-corrosion, fire prevention, resistance
Combustion, sound insulation, heat-insulated, insulation, sealing etc..
Concrete structure needs to reach clear-water concrete effect in building, and the type selecting of template system is related to this engineering
Construction speed and the key for reaching structure " high-quality main body " credit rating realization of goal, the wood of existing template system when mounted
Work can not continuously be constructed with bar bender, and operating efficiency is slow, spends the time long, has debris to retain in template, to follow-up concrete
Pouring quality has an impact, and this just brings inconvenience for people.
The content of the invention
It is an object of the invention to provide a kind of contrary sequence method template construction technique, to solve what is proposed in above-mentioned background technology
Problem.
To achieve the above object, the present invention provides following technical scheme：
A kind of contrary sequence method template construction technique, is comprised the following steps that：
Step one, surveying setting-out：Set up axial control network between floors with " internal control method ", pilot measurement to construction floor,
The axis of each axle of construction layer building is delivered out according to construction drawing, according to completed plane axis gauze, post position and beam is released
Position frame line, 500mm positions release post control line and beam control line on the outside of its sideline, absolute altitude by bottom absolute altitude control point up
Successively transmit, directly copy absolute altitude in the post cage bar tied up, each post cage bar there must be two reliefs；
Step 2, formwork bracing system is set up：Floor framework axis spacing is 7.8 meters, the both sides of floor framework axis
Framed bent is provided with 0.6 meter, framed bent uses row's vertical rod, and row's spacing of vertical rod is 7.8 meters, and the border of floor frame column is first reduced
One row's disk buckle type scaffold, then carries out installing for post template, then be fixed on disk buckle type scaffold with steel pipe and cruciform fastening for falsework
On, the U-shaped jacking of steel tube head is used for the diagonal brace for reinforcing pillar on the outside of template, and the vertical spacing of diagonal brace is 200mm, diagonal brace
Level interval be 400mm, then to it is U-shaped support carry out top elevation vertical rod highly adjust, on the steel pipe at the beam bottom of floor framework
Lay and beam bottom plate is laid on 50*100mm flitches, flitch, the spacing at beam bottom, which is not more than at 1000mm, is provided with vertical rod, floor framework
Outermost surrounding sets the elongated bridging of vertical continous way from the bottom to top, and the centre of floor framework is vertically and horizontally being set every 10M
It is equipped with vertical continous way bridging from the bottom to top and horizontal cross brace is set at the bar of sweeping the floor at the top of bridging, vertically connects
The bottom of continuous formula bridging is held out against with ground and in 45-60 degree angles；
Step 3, the installation of Liangping platform and plate platform template：Beam form is positioned, the fixed of adjacent forms is carried out, then carried out
The installation of beam column wall mouth template, carries out the cleaning of template surface debris, then install beam forms by beam muscle and carry out bed die
Arch；
Step 4, the installation of column template：Bar bender carries out the colligation of beam steel and slab muscle in upper strata working face, while wooden
Work carries out the installation and reinforcing of wall form and column template in lower floor's working face, and wall form and column template are previously positioned at into wall column phase
Answer position side, beam bottom and beam side primary and secondary is stupefied is attached to away from 150mm, the support system of column template uses φ on the outside of wall column formwork
48mm diagonal brace steel pipe, each face of column template sets twice diagonal brace steel pipe and diagonal brace steel pipe is withstood on away from post mould by bar of sweeping the floor
On edges of boards edge 2M φ 32mm pre-buried ground dowel, the middle part of diagonal brace steel pipe sets horizontal steel pipe reverse drawing steel pipe with together with together；
Step 5, the installation of wall form：The big face wall template opsition dependent line lifting in side is in place, diagonal brace is installed and adjusted to wall
Template, on 75 degree and the stable located reference plane of wall form, is fixed with ground, installs through walls on wall form temporarily
Bolt and fix plastic bushing, inside cleaning wall form, using the wall form of same step opposite side in place, adjust both walls
Position, plumbness and the diagonal brace angle of template, then fixed and fastening diagonal brace, fasten the nut of through-wall bolt；Using same
The step of adjacent wall form and angle mould are installed, using steel pipe supporting system support and check；
Step 6, the installation of stair template：Platform template is installed, then installs stair end template, check of staircase is then installed,
Eject stair base plate thickness line and the side plate position line on the inside of check of staircase, side form, kick step template and template of marking time is processed by figure
It is molded and Assembling, stair template support system uses and is provided with one of cross-tie in the middle of diagonal brace steel pipe, diagonal brace steel pipe,
Side form is fixed using 50*100mm wooden a tree, used in making timber for boats.
It is used as further scheme of the invention：The quantity at absolute altitude control point is not less than 3 in step one.
It is used as further scheme of the invention：Vertical rod buckles steel pipe scaffold using φ 48 × 3.5 disk, and vertical rod spacing is
900mm × 900mm, horizontal step pitch is 1200mm, and the spiral screw thread of U-shaped support is highly not more than 250mm, and top joist uses φ 48
Vertical rod support is added in the middle part of × 3.5mm double steel pipe, beam bottom, height is no more than 300mm to girt from the ground.
It is used as further scheme of the invention：Diagonal brace uses steel pipe or the lumps of wood, and bridging includes steel pipe and fastener, vertically connected
The width of continuous formula bridging is 4-6M.
It is used as further scheme of the invention：A U-shaped support is set up in the bottom of disk buckle type scaffold.
Compared with prior art, the beneficial effects of the invention are as follows：The working face solid of carpenter and bar bender are handed in the technique
Fork, synchronous to carry out respective operation, procedure arrangement is compact, and carpenter and bar bender can work continuously the not work holdup, and speed of application is fast
Speed；The stirrup sealed afterwards at column template and wall form, bean column node is banded with enough working faces, it is ensured that bind round at bean column node position
The quality of muscle colligation；It can be poured using concrete one piece, reduce staying for horizontal construction joint and set；During timber work, beam,
The saw foam that plate leaves is cleaned out with hair-dryer in time with garbage energy, it is ensured that no debris is deposited in template in reinforcing bar process of binding
Stay, improve concrete pouring quality.
Embodiment
The technical scheme of this patent is described in more detail with reference to embodiment.
Embodiment 1
A kind of contrary sequence method template construction technique, is comprised the following steps that：
Step one, surveying setting-out：Set up axial control network between floors with " internal control method ", pilot measurement to construction floor,
The axis of each axle of construction layer building is delivered out according to construction drawing, according to completed plane axis gauze, post position and beam is released
Position frame line, 500mm positions release post control line and beam control line on the outside of its sideline, as installation, check column template and beam
The foundation of template, absolute altitude is up successively transmitted by bottom absolute altitude control point, and absolute altitude transmission point is no less than three, should answer from each other
Core is closed, and during levelling, is directly copied absolute altitude in the post cage bar tied up, each post must have two reliefs, one is used for
Transmission, one is used to check；
Step 2, formwork bracing system is set up：Floor framework axis spacing is 7.8 meters, the both sides of floor framework axis
Framed bent is provided with 0.6 meter, framed bent uses row's vertical rod, and row's spacing of vertical rod is 7.8 meters, for local particularly irregular
, in 7.8 meters of axis of floor framework have crossbeam, then be suitably adjusted using 1.5 meters and 0.9 meter long disk buckle type scaffolds
Vertical rod spacing, it is ensured that vertical rod starts to walk since beam axis 600mm distances, vertical rod and horizon bar use 48 × 3.5mm of φ disk
Steel pipe scaffold is detained, vertical rod spacing is 900mm × 900mm, and horizontal step pitch is using U-shaped support support, U at the top of 1200mm, vertical rod
Type support spiral screw thread is highly not more than 250mm, and top joist uses and adds vertical rod in the middle part of 48 × 3.5mm of φ double steel pipe, beam bottom
Support, spacing is not more than 1000mm, and horizon bar highly must not exceed 300mm from the ground, and the border of floor frame column first reduces one
Disk buckle type scaffold is arranged, installing for post template is then carried out, then is fixed on steel pipe and cruciform fastening for falsework on disk buckle type scaffold,
The U-shaped jacking of steel tube head is used for the diagonal brace for reinforcing pillar on the outside of template, and the vertical spacing of diagonal brace is 200mm, diagonal brace
Level interval is 400mm, and the screw thread of U-shaped support is adjusted, it is ensured that supported to the reinforcing of frame column firmly, for top plate, by
Just arrival beam bottom of highly differing surely is installed in eye-splice-type scaffold, therefore, on eye-splice-type scaffold top, is added U-shaped
The vertical rod that support carries out top elevation highly adjust, and vertical rod top is U-shaped to hold in the palm that screw mandrel is exposed must not exceed 20CM, if it exceeds then carrying out
Appropriate adjustment, can again be added in eye-splice-type support bottom a U-shaped support, i.e. vertical rod the top respectively set with bottom one it is U-shaped
Support, it is ensured that U asks exposed screw thread to be less than 25CM, it is ensured that on support and the stability under loading of U-shaped support, the steel pipe at the beam bottom of floor framework
Lay and beam bottom plate is laid on 50*100mm flitches, flitch, the spacing at beam bottom, which is not more than at 1000mm, is provided with vertical rod, floor framework
Outermost surrounding sets the elongated bridging of vertical continous way from the bottom to top, and the centre of floor framework is vertically and horizontally being set every 10M
It is equipped with vertical continous way bridging from the bottom to top and horizontal cross brace is set at the bar of sweeping the floor at the top of bridging, vertically connects
The bottom of continuous formula bridging is held out against with ground and in 45-60 degree angles；
Step 3, the installation of Liangping platform and plate platform template：Survey 1M lines should be first copied before slab form construction, are taken according to 1M lines
If socket joint type disk buckle type scaffold；Disk buckle frame vertical rod bottom is laid flat, and the beam position line is put well, by the position line by the way of messenger wire falls
Lead on steel pipe frame, adjustment beam bottom steel pipe absolute altitude after leveling, lays beam bottom board, beam bottom board both sides are locked with fastener, prevent beam bottom
Mould positioning, platform template is held on beam side, beam side support platform template, platform primary and secondary skeletal frame is laid, by allocation plan
Template is well placed, formwork edge joint is tight, with nail that Template nail is firm.Main joist must be supported at the top of column, and
With column fixing-stable, beam bottom mother plate springing height is carried out according to the 1 ‰ -3 ‰ of beam span, and beam-slab template support uses disk button
Scaffold, vertical rod spacing is supported according to 900mm, and vertical levels connecting rod, spacing 1500mm is attached, and vertical rod spacing is in beam
Position be adjusted, the clear height of beam adds split bolt when being more than 600mm, and puts PVC sleeve pipes, installs outer stupefied, tightens pair
Bolt is drawn, adjustment beam is suitable for reading straight, inlaying template and should be put in span centre in beam and landing slab template must not be put in termination node
Place, to ensure node quality；
Step 4, the installation of column template：Bar bender carries out the colligation of beam steel and slab muscle in upper strata working face, while wooden
Work carries out the installation and reinforcing of wall form and column template in lower floor's working face, and wall form and column template are previously positioned at into wall column phase
Answer position side, beam bottom and beam side primary and secondary is stupefied is attached to away from the outside of wall column formwork at 150mm, to seal mould, full wafer protection wall column template
When, wall column formwork is directly erected into propulsion relevant position and be can be reinforced；When burst seals mould, column cap template should be in shaft template
Reinforcing is installed again after in place；Wall form and column template are relatively independent, it is impossible to draw logical line carry out school and, wall form and column template it is flat
Face position and perpendicularity inspection, checking work should be rechecked by flooring control line, and the support system of column template uses φ
48mm diagonal brace steel pipe, each face of column template sets twice diagonal brace steel pipe and diagonal brace steel pipe is withstood on away from post mould by bar of sweeping the floor
On edges of boards edge 2M φ 32mm pre-buried ground dowel, the middle part of diagonal brace steel pipe sets horizontal steel pipe reverse drawing steel pipe with together with together,
Column template sets 2 ㎜ of ф 48 × 3.5 per 300-400mm using the thick plank sheathings of 18mm, 50 × 100mm wooden a tree, used in making timber for boats, wooden a tree, used in making timber for boats outside
Double steel pipe is socketed with split bolt, (when column section length and width be more than 600mm when use Φ 12mm split bolts, quantity according to
Length and width determines that general spacing is 455mm, and liftoff bottom cannot be greater than 200mm together, and be drawn with periphery vertical steel pipe level
Connect, bottom and top steel pipe are socketed with diagonal brace steel pipe and bar of sweeping the floor, and installing front template bottom panel should be smooth, along wall sideline to
Outer 3-5mm posts sponge strip, checks wall form numbering, checks whether template is cleaned out, door-window opening mould plate and built-in fitting
Whether it is installed in place；
Step 5, the installation of wall form：The big face wall template opsition dependent line lifting in side is in place, diagonal brace is installed and adjusted to wall
Template, on 75 degree and the stable located reference plane of wall form, is fixed with ground, installs through walls on wall form temporarily
Bolt and fix plastic bushing, inside cleaning wall form, using the wall form of same step opposite side in place, make through-wall bolt
Fastener and nut are worn through template and in bolt rod end, position, plumbness and the diagonal brace angle of both sides wall form is adjusted, then
Fixed and fastening diagonal brace, fastens the nut of through-wall bolt；Adjacent wall form and angle mould are installed using same step, using steel pipe
Support system is supported, after model sheetinstallat is finished, and checks whether fastener, bolt, diagonal brace fasten, stably comprehensively, formwork edge joint and under
Whether mouth is tight, and outer wall of basement, pond wall body opposite pulling screw rod should be welded with 80 × 80 × 5mm sealing piece steel plate in centre, only
Water piece steel plate wants full weld, and interior wall Screw arbor with nut at both-ends overcoat PVC sleeve pipes split out screw rod, both without cutting off screw rod, screw rod after concrete placings are complete
It can be used in turn again, inner side of outer wall template and inside wall formwork support system add quick dismounting head diagonal brace using φ 48mm steel pipes, in diagonal brace
Horizontal steel pipe and reverse drawing steel pipe are set in the middle part of steel pipe together.The pre-buried φ 32mm earth anchors on floor, diagonal brace steel pipe is with earth anchor by sweeping
The thin end of the scroll is connected, and exterior wall outboard template support system uses bowl buckle scaffold stull, vertically sets level and vertical steel pipe pull bar together；
Step 6, the installation of stair template：Platform template is installed, then installs stair end template, check of staircase is then installed,
End template exceeds side form 2-3cm, ejects stair base plate thickness line and the side plate position line on the inside of check of staircase, side form, kicks step mould
Plate and template is marked time by figure machine-shaping and Assembling, in order to ensure step plate one-shot forming, kick step template using sizing
Steel plate, lower mouth back of the body a tree, used in making timber for boats falls 45° angle, to ensure the accurate of line size of marking time, the height that the height of step plate must be with stair step
Degree is consistent, during setting-out, must reserve the thickness of finishing surface layer, and stair template support system is used in diagonal brace steel pipe, diagonal brace steel pipe
Between be provided with one of cross-tie, side form is fixed using 50*100mm wooden a tree, used in making timber for boats, to ensure the accurate of line size of marking time, is marked time
The height of plate must be highly consistent with stair step, during setting-out, must reserve the thickness of finishing surface layer.Stair template supporter
System adds quick dismounting head diagonal brace using steel pipe, and centre sets cross-tie together, and side form is fixed to be fixed using 50*100mm wooden a tree, used in making timber for boats.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.
Claims (5)
1. a kind of contrary sequence method template construction technique, it is characterised in that comprise the following steps that：
Step one, surveying setting-out：Axial control network, pilot measurement to construction floor, foundation are set up between floors with " internal control method "
Construction drawing delivers out the axis of each axle of construction layer building, according to completed plane axis gauze, releases post position and Liang Weibian
Wire, 500mm positions release post control line and beam control line on the outside of its sideline, absolute altitude by bottom absolute altitude control point up successively
Transmission, directly copies absolute altitude in the post cage bar tied up, each post cage bar must have two reliefs；
Step 2, formwork bracing system is set up：Floor framework axis spacing is 7.8 meters, 0.6 meter of the both sides of floor framework axis
Place is provided with framed bent, and framed bent uses row's vertical rod, and row's spacing of vertical rod is 7.8 meters, and a row is first reduced by the border of floor frame column
Disk buckle type scaffold, then carries out installing for post template, then be fixed on steel pipe and cruciform fastening for falsework on disk buckle type scaffold, steel
The U-shaped jacking of pipe end is used for the diagonal brace for reinforcing pillar on the outside of template, and the vertical spacing of diagonal brace is 200mm, the water of diagonal brace
Flat spacing is 400mm, then the vertical rod for carrying out top elevation to U-shaped support is highly adjusted, and is laid on the steel pipe at the beam bottom of floor framework
Beam bottom plate is laid on 50*100mm flitches, flitch, the spacing at beam bottom, which is not more than at 1000mm, is provided with vertical rod, floor framework outermost
Side surrounding sets the elongated bridging of vertical continous way from the bottom to top, and the centre of floor framework is vertically and horizontally being provided with every 10M
Vertical continous way bridging and setting horizontal cross brace, vertical continous way at the bar of sweeping the floor at the top of bridging from the bottom to top
The bottom of bridging is held out against with ground and in 45-60 degree angles；
Step 3, the installation of Liangping platform and plate platform template：Beam form is positioned, the fixed of adjacent forms is carried out, then carries out beam column
The installation of wall mouth template, carries out the cleaning of template surface debris, then install beam forms by beam muscle and carry out bed die arch camber；
Step 4, the installation of column template：Bar bender carries out the colligation of beam steel and slab muscle in upper strata working face, while carpenter exists
Lower floor's working face carries out the installation and reinforcing of wall form and column template, and wall form and column template are previously positioned at into wall column corresponding positions
Put side, beam bottom and beam side primary and secondary is stupefied is attached to away from 150mm, the support system of column template is using φ 48mm's on the outside of wall column formwork
Diagonal brace steel pipe, each face of column template sets twice diagonal brace steel pipe and diagonal brace steel pipe is withstood on away from column template edge by bar of sweeping the floor
On 2M φ 32mm pre-buried ground dowel, the middle part of diagonal brace steel pipe sets horizontal steel pipe reverse drawing steel pipe with together with together,；
Step 5, the installation of wall form：The big face wall template opsition dependent line lifting in side is in place, diagonal brace is installed and adjusted to wall form
With ground on 75 degree and the stable located reference plane of wall form, fixed temporarily, through-wall bolt is installed on wall form
With fix plastic bushing, inside cleaning wall form, using the wall form of same step opposite side in place, adjust both sides wall form
Position, plumbness and diagonal brace angle, it is then fixed and fasten diagonal brace, fasten the nut of through-wall bolt；Using same step
Adjacent wall form and angle mould are installed suddenly, supports and checks using steel pipe supporting system；
Step 6, the installation of stair template：Platform template is installed, then installs stair end template, check of staircase is then installed, in building
Ejection stair base plate thickness line and the side plate position line on the inside of side of the ladder plate, side form, kick step template and template of marking time by figure machine-shaping
And Assembling, stair template support system uses and is provided with one of cross-tie, side form in the middle of diagonal brace steel pipe, diagonal brace steel pipe
Fixed using 50*100mm wooden a tree, used in making timber for boats.
2. contrary sequence method template construction technique according to claim 1, it is characterised in that absolute altitude control point in the step one
Quantity be not less than 3.
3. contrary sequence method template construction technique according to claim 1 or 2, it is characterised in that the vertical rod using φ 48 ×
3.5 disk buckles steel pipe scaffold, and vertical rod spacing is 900mm × 900mm, and horizontal step pitch is 1200mm, and the spiral screw thread of U-shaped support is high
Degree is not more than 250mm, and top joist uses 48 × 3.5mm of φ double steel pipe, adds vertical rod support in the middle part of beam bottom, girt from
Ground level is no more than 300mm.
4. contrary sequence method template construction technique according to claim 1, it is characterised in that the diagonal brace uses steel pipe or side
Wood, bridging includes steel pipe and fastener, and the width of vertical continous way bridging is 4-6M.
5. contrary sequence method template construction technique according to claim 1, it is characterised in that the bottom of the disk buckle type scaffold
Set up a U-shaped support.
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| CN201710598368.6A CN107190861A (en) | 2017-07-21 | 2017-07-21 | A kind of contrary sequence method template construction technique |
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| CN201710598368.6A CN107190861A (en) | 2017-07-21 | 2017-07-21 | A kind of contrary sequence method template construction technique |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184210A (en) * | 2018-10-11 | 2019-01-11 | 鼎宸建设管理有限公司 | A kind of 3D printing decorative model template construction technique |
| CN110629934A (en) * | 2019-09-04 | 2019-12-31 | 东莞市建筑科学研究所 | BIM-based formed steel bar and forming template combined application construction method |
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104806018A (en) * | 2015-05-08 | 2015-07-29 | 南通华新建工集团有限公司 | Construction technology of steel frame and wood form type combined formwork |
| CN106437140A (en) * | 2016-07-06 | 2017-02-22 | 江苏江中集团有限公司 | Vault shear wall anti-explosion and drilling-resistant formwork erecting construction method |
| CN106639316A (en) * | 2016-11-16 | 2017-05-10 | 郑洪均 | Method capable of improving construction efficiency of furniture workshop project |
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2017
- 2017-07-21 CN CN201710598368.6A patent/CN107190861A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104806018A (en) * | 2015-05-08 | 2015-07-29 | 南通华新建工集团有限公司 | Construction technology of steel frame and wood form type combined formwork |
| CN106437140A (en) * | 2016-07-06 | 2017-02-22 | 江苏江中集团有限公司 | Vault shear wall anti-explosion and drilling-resistant formwork erecting construction method |
| CN106639316A (en) * | 2016-11-16 | 2017-05-10 | 郑洪均 | Method capable of improving construction efficiency of furniture workshop project |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184210A (en) * | 2018-10-11 | 2019-01-11 | 鼎宸建设管理有限公司 | A kind of 3D printing decorative model template construction technique |
| CN110629934A (en) * | 2019-09-04 | 2019-12-31 | 东莞市建筑科学研究所 | BIM-based formed steel bar and forming template combined application construction method |
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
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