CN106522282B - A kind of liftable post-cast strip template structure and system and its construction method - Google Patents
A kind of liftable post-cast strip template structure and system and its construction method Download PDFInfo
- Publication number
- CN106522282B CN106522282B CN201611227244.9A CN201611227244A CN106522282B CN 106522282 B CN106522282 B CN 106522282B CN 201611227244 A CN201611227244 A CN 201611227244A CN 106522282 B CN106522282 B CN 106522282B
- Authority
- CN
- China
- Prior art keywords
- post
- cast strip
- template
- falsework
- liftable
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of liftable post-cast strip template structure and system and its construction method, wherein liftable post-cast strip template structure includes the template being horizontally set at post-cast strip；It further include the lead screw for having falsework and being connected between template and falsework；The falsework is located at the lower section of template, arranges along post-cast strip long axis direction parallel interval；The falsework passes through lead screw and the adjustable connection of template.The present invention solve existing post-cast strip position building waste remove it is inconvenient, be not thorough and post empiricism during scaffold to the adverse effect of subsequent construction operation the technical issues of.
Description
Technical field
The present invention relates to architectural engineering construction technique field, especially a kind of liftable post-cast strip template structure and system and
Its construction method.
Background technique
Post-cast strip be to adapt to variation of ambient temperature, concrete shrinkage, the factors such as structure differential settlement and influencing, beam,
That reserves in the structures such as plate (including sole plate), wall has one fixed width and the concrete by pouring again after a certain period of time
Band is usually arranged post-cast strip in the cast-in-place integral reinforced concrete structure of skyscraper, public building and super-long structural, makes substantially
Product concrete can be accelerated construction progress and be shortened the construction period with block construction.
Rear pouring tape construction method is that after-pouring band beam-slab is constructed with main structure beam slab at this stage, to cast-in-place structural beam slab
When concrete reaches code requirement, the template and support system of beam slab are removed, retains the template and support of after-pouring band beam-slab part
System pours post-cast strip concrete when meeting design requirement.It can generate in the construction process and in dabbing operation more
Rubble, broken concrete, dust and other impurities, these sundries require to remove out of subsequent concreting region in time, for
In the special construction operation of not demoulding, scarfing cinder and cleaning will become very inconvenient, time-consuming and laborious, often result in removing not
Thorough situation causes the construction quality of post-cast strip concrete pouring construction bad.
Another method is: first removing the steel pipe framed bent and shuttering supporting at post-cast strip, then sets up steel pipe framed bent to return back to top
The beams and slabs of post-cast strip two sides.But just within this period of this dismounting and the process that returns back to top, two curb girder of post-cast strip of large span
Plate is in cantilever position, and the beam slab arrangement of reinforcement at post-cast strip is not generally to be designed by cantilevered structure, therefore easily lead to beam
There is crack in plate；The processing that returns back to top simultaneously is difficult to control the dynamics that returns back to top, and eventually leads to the appearance of post-cast strip two sides beam slab and asks compared with multimass
Topic.
The time that pours of different type post-cast strip concrete is different, and post-concreted expansion strip should pour part coagulation according to first
Depending on the contraction performance of soil, 60d after generally constructing；Pouring after settlement preferably carries out after building is basically completed sedimentation.
Late poured band support system retention time is very long, influences subsequent construction.
Summary of the invention
The invention proposes a kind of liftable post-cast strip template structure and system and its construction method, to solve it is existing after pour
With position building waste remove it is inconvenient, be not thorough and post empiricism during scaffold to the unfavorable shadow of subsequent construction operation
Loud technical problem.
Technical solution of the present invention is as follows.
A kind of liftable post-cast strip template structure, including the template being horizontally set at post-cast strip；It further include having template branch
Frame and the lead screw being connected between template and falsework；The falsework is located at the lower section of template, along post-cast strip long axis side
It is arranged to parallel interval；The falsework passes through lead screw and the adjustable connection of template.
Preferably, the main body of the falsework is in U-shape, and both ends horizontal extends outward to form horizontal wing bar；The master
Interval is provided with vertical threaded hole on the cross bar of body.
Preferably, the template includes form surfacing, time along one group of longitudinal direction that form surfacing bottom surface, parallel interval are arranged
Back cord and along longitudinal direction, parallel interval be connected to one group of lateral main back cord of one group of time back cord bottom surface；On the main back cord, correspond to
Vertical through holes one are equipped at the position of vertical threaded hole；The form surfacing is horizontally set between two vertical bars of main body, mould
Vertical through holes two are equipped on plate face plate, at the position of corresponding vertical through holes one.
Preferably, the both ends of the main back cord are equipped with the guide plate of vertically movable U-shaped；The guide plate is parallel to each other
Opposite side be clipped in the vertical bar two sides of main body.
Preferably, the lead screw is interspersed in vertical threaded hole and vertical through holes one, and the bearing outer ring of lead screw upper end
It is fixed in vertical through holes one.
A kind of liftable post-cast strip template structure system, include post-cast strip two sides to be poured first pour floor, be mounted on to
The formwork structure bracket for pouring the post-cast strip template structure below post-cast strip and being supported below post-cast strip template structure；After described
Pouring with formwork structure is above-mentioned post-cast strip template structure；The opening face post-cast strip to be poured of the main body of the falsework, two
What the horizontal wing bar of root was respectively provided at both sides first pours below floor；The formwork erection is immediately below the post-cast strip to be poured, main body
In the slot that two vertical bars and cross bar surround.
Preferably, the formwork structure bracket includes column, brace and drag link；The column has two groups, respectively edge
Post-cast strip length direction branch is located at first the pouring below floor of post-cast strip two sides to be poured；The horizontal drawknot of drag link is in two groups of columns
Between；One end of the brace is supported on drag link and column point of intersection, and the bottom part body that the other end is supported on falsework turns
At angle.
A kind of construction method of liftable post-cast strip template structure system, including steps are as follows.
Step 1: the installation of post-cast strip template structure system prepares.
Step 2: assembling column and the falsework and template for making liftable post-cast strip template structure, and lead screw is worn
In vertical through holes one, the bearing outer ring and vertical through holes one of lead screw upper end are fixed.
Step 3: falsework is installed to the top of column.
Step 4: the height of adjusting post, and fix two horizontal wing bars.
Step 5: installation brace and drag link.
Step 6: by template and lead screw it is adjustable be connected on falsework, the bottom of post-cast strip to be poured.
Step 7: rotating threaded shaft is pulled with adjusting template height using shaking, form surfacing is jacked to post-cast strip bottom to be poured and marked
Eminence stops.
Step 8: liftable post-cast strip template structure system is checked.
Step 9: production post-cast strip concrete simultaneously pours post-cast strip.
Step 10: post-cast strip concrete curing.
Step 11: liftable post-cast strip template structure system is removed.
Preferably, the spacing in every group of column between adjacent two root posts is 1000mm~1500mm；The secondary back cord with
The spacing of 100mm~200mm is mounted on the bottom surface of form surfacing.
Preferably, the step in step 4 is specially adjusting post height, by column capital and is first poured between floor
Squeezing action, by horizontal tail bar cramp among them with the horizontal wing bar of fixed form bracket；Brace and cross are installed in step 5
For pull rod specifically, one end of brace to be first fixed on to the bottom part body corner of falsework, the other end is fixed on column shaft
On；Then drag link is installed again, the both ends of drag link are connected and fix with the end for the brace being fixed on column respectively；Step
Rapid six specifically, lead screw lower end is screwed in vertical threaded hole, and the opposite side that guide plate is parallel to each other is clipped in the vertical bar of main body
Two sides.
Compared with prior art the invention has the characteristics that and beneficial effect.
1, the present invention provides a kind of liftable post-cast strip template structure and system and its construction method, without pouring after removing
In the case where support system with position, post-cast strip template structure system is gone up and down by adjusting screw, post-cast strip position is solved and builds
Building refuse removes inconvenient, halfway problem；And during solving post empiricism scaffold to the unfavorable of subsequent construction operation
It influences.
2, the post-cast strip template structure invented, by shaken by worker's use pull it is whole in structure upper rotating threaded shaft liftable
Bed die is adjusted and is declined before pouring post-cast strip position concrete by body template system, is thoroughly removed and was being constructed in post-cast strip
More rubble, the broken concrete, dust and other impurities generated in journey and in dabbing operation.
3, smaller using post supporting device occupied space, and position scaffold system is first poured independently of other, it is removing
Without removing the post supporting device at post-cast strip position when first pouring position scaffold system, first pouring position in the whole process does not have
In the cantilever moment, there is crack and other issues to avoid first pouring position under construction loads and Gravitative Loads.
4, using post supporting device, sufficient working space is provided for the construction operation at the subsequent position, is solved
Adverse effect of traditional scaffold to subsequent construction inconvenience.
5, liftable plate device of the present invention, it may be convenient to realize the building of the accumulation to post-cast strip position
Rubbish is thoroughly removed before pouring post-cast strip concrete；Used support device is simple for production while can be with construction
Using being to take up little area, sufficient working space is provided for subsequent construction operation.
Detailed description of the invention
Fig. 1 is the liftable post-cast strip template structure use state diagram in the present invention.
Fig. 2 is the liftable post-cast strip template structure schematic diagram in the present invention.
Fig. 3 is lead screw enlarged diagram in I structure in Fig. 1.
Fig. 4 is the liftable post-cast strip template structure system schematic diagram in the present invention.
Appended drawing reference: floor, 5-braces, 6-lead screws are first poured in 1-main body, 2-horizontal wing bars, 3-columns, 4-；61―
Bearing outer ring, 62-bearing inner races, the two-way sleeve of 7-caulking grooves, 8-main back cords, 9-guide plates, 10-, which are shaken, pulls, is 11-vertical
Threaded hole, 12-vertical through holes one, 13-vertical through holes two, 14-secondary back cords, 15-form surfacings, 16-drag links.
Specific embodiment
It is an object of the invention to overcome the shortcomings of that oneself has technology, a kind of liftable post-cast strip template structure and system are provided
And its construction method goes up and down post-cast strip mould by adjusting screw 6 in the case where the support system without removing post-cast strip position
It is inconvenient, halfway to solve the problems, such as that post-cast strip position building waste is removed for hardened structure；And solve foot hand during post empiricism
Adverse effect of the frame to subsequent construction operation.
As depicted in figs. 1 and 2, this liftable post-cast strip template structure, including the template being horizontally set at post-cast strip；
It further include the lead screw 6 for having falsework and being connected between template and falsework；The falsework is located at the lower section of template,
It is arranged along post-cast strip long axis direction parallel interval；The falsework passes through lead screw 6 and the adjustable connection of template；6 band of lead screw
Moving template moves on perpendicular finger direction.
In the present embodiment, the main body 1 of the falsework is in U-shape, and both ends horizontal extends outward to form horizontal wing bar 2；
Vertical threaded hole 11 there are two being spaced apart on the cross bar of 1 bottom of main body, the vertical threaded hole 11 is for lead screw 6 along its center
Axis passes through, and transmits vertical load by the screw thread in the screw thread and vertical threaded hole 11 on cutting 6 body of lead screw；The main body
1 is made by square steel tube, and the opening upwards face post-cast strip of main body 1 does not pour position when installation, and both ends horizontal wing bar 2
Position, which is adjacent to, first pours floor 4.
In the present embodiment, the template include form surfacing 15, along 15 bottom surface of form surfacing, parallel interval be arranged one group
Longitudinal secondary back cord 14 and along longitudinal direction, parallel interval be connected to one group of secondary 14 bottom surface of back cord one group of transverse direction main back cord 8；It is described
Vertical through holes 1 are equipped on main back cord 8, at the position of corresponding vertical threaded hole 11；The form surfacing 15 is horizontally set on master
Between two vertical bars of body 1, vertical through holes 2 13 are equipped on form surfacing 15, at the position of corresponding vertical through holes 1.
In the present embodiment, the form surfacing 15 is made for two-ply；It is vertical on the form surfacing 15
Through-hole 2 13 is identical as 62 outer diameter of bearing inner race, and the center of circle is on the axis of lead screw 6；The 15 upper layer glued board edge of form surfacing
The each short 10mm in the width direction than lower layer glued board in width direction both ends.
14 sectional dimension of secondary back cord is 80mm × 50mm, adjacent twice 14 spacing of back cord be 100mm~200mm it
Between.
In the present embodiment, the both ends of the main back cord 8 are equipped with the guide plate 9 of vertically movable U-shaped；The guide plate 9
The opposite side being parallel to each other is clipped in the vertical bar two sides of main body 1.
In the present embodiment, the lead screw 6 is interspersed in vertical threaded hole 11 and vertical through holes 1, and 6 upper end of lead screw
Bearing outer ring 61 be fixed in vertical through holes 1；Bearing inner race 62, the bearing inner race are equipped in the bearing outer ring 61
62 connect with 6 top of lead screw and are made as an entirety, and bearing outer ring 61 is embedded in vertical through holes 1 and is connected as one with main back cord 8
A entirety.
The top of the lead screw 6, the position contacted with bearing inner race 62 are processed when mantle fiber makes without mantle fiber；In silk
The two-way sleeve 7 of 6 top top weld diameter of thick stick caulking groove identical with 62 diameter of bearing inner race, and with bearing inner race 62 and lead screw 6
Top is partially formed an entirety.The central axis and 62 central axis weight of lead screw 6 and bearing inner race of the two-way sleeve 7 of caulking groove
It closes, pulls 10 with the use of lead screw 6 can be made clockwise or counterclockwise with shaking, realize moving up and down for main back cord 8.
It include that floor is first poured in post-cast strip two sides to be poured as shown in figure 4, a kind of liftable post-cast strip template structure system
4, the post-cast strip template structure being mounted below post-cast strip to be poured and the formwork structure being supported below post-cast strip template structure
Bracket；The post-cast strip template structure is above-mentioned post-cast strip template structure；The opening of the main body 1 of the falsework is just treated
Post-cast strip is poured, what two horizontal wing bars 2 were respectively provided at both sides first pours 4 lower section of floor；The formwork erection is in post-cast strip to be poured
In the slot that underface, two vertical bars of main body 1 and cross bar surround.
In the present embodiment, load is transferred to formwork structure bracket by main body 1 by the template.
In the present embodiment, the formwork structure bracket includes column 3, brace 5 and drag link 16；The column 3 has two
Group, respectively along post-cast strip length direction branch be located at post-cast strip two sides to be poured first pour the lower section of floor 4；The drag link 16 is horizontal to be drawn
Knot is between two groups of columns 3；One end of the brace 5 is supported on drag link 16 and 3 point of intersection of column, and the other end is supported on template
At 1 bottom comers of main body of bracket.The column 3 is bolted by light gauge cold-formed steel shape to be made, and is supported in described
The lower section of the horizontal wing bar 2 of main body 1；The brace 5 is round steel pipe, and 1 bottom angle point of main body is fixed in one end, and the other end is fixed on vertical
On column 3；5 end of brace that 16 both ends of drag link are fixed on column 3 with left and right respectively is attached, and is formed laterally about
Beam, to constitute firm lower bracket.
The construction method of this liftable post-cast strip template structure system, including steps are as follows.
Step 1: the installation of post-cast strip template structure system prepares；It is main that post-cast strip template structure system installs preparation
It is prepared in terms of personnel, material and machinery three.
Step 2: assembling column 3 and the falsework and template for making liftable post-cast strip template structure, and by lead screw 6
It is through in vertical through holes 1, the bearing outer ring 61 and vertical through holes 1 of 6 upper end of lead screw are fixed.
Step 3: falsework is installed to the top of column 3；
Step 4: the height of adjusting post 3, by 3 capital of column with first pour the squeezing action fixing clamp of floor 4 at them
Intermediate horizontal wing bar 2.
Step 5: installation brace 5 and drag link 16；Lead screw 6 is mounted in main back cord 8, then be combined body install to
In main body 1: being installed on main back cord 8 in main body 1 with 6 integral member of lead screw by the threaded connection of lead screw 6 and main body 1.
Step 6: by template and lead screw 6 it is adjustable be connected on falsework, the bottom of post-cast strip to be poured.
Step 7: 10 rotating threaded shafts 6 are pulled with adjusting template height, the jacking of form surfacing 15 to post-cast strip bottom to be poured using shaking
Stop at portion's absolute altitude.
Step 8: liftable post-cast strip template structure system is checked.
Step 9: production post-cast strip concrete simultaneously pours post-cast strip.
Step 10: post-cast strip concrete curing.
Step 11: liftable post-cast strip template structure system is removed.
In the present embodiment, in step 2, production, which is bolted, in light gauge cold-formed steel shape component becomes column 3 or institute
Stating column 3 is shaped component, and the spacing in every group of column between adjacent two root posts 3 is 1000mm~1500mm, 3 edge of column
What post-cast strip length direction was arranged in post-cast strip two sides first pours the lower section of floor 4；By single layer glued board according to the ruler of form surfacing 15
Very little requirement is made as double template；Time back cord 14 is mounted on form surfacing with the spacing of 100mm~200mm in the plate device
15 bottom surface.
In the present embodiment, the step in step 4 is specially 3 height of adjusting post, pours by 3 capital of column and first floor 4
Between squeezing action, horizontal wing bar 2 is clipped in the horizontal wing bar 2 with fixed form bracket among them；It is installed in step 5
One end of brace 5 specifically, be first fixed at 1 bottom comers of main body of falsework, the other end is solid by brace 5 and drag link 16
Due on the shaft of column 3；Then drag link 16 is installed again, the both ends of drag link 16 respectively with the brace 5 that is fixed on column 3
End be connected and fix；Step 6 is and mutual by guide plate 9 specifically, 6 lower end of lead screw is screwed in vertical threaded hole 11
Parallel opposite side is clipped in the vertical bar two sides of main body 1.
Content described in this specification embodiment is only enumerating to the way of realization of inventive concept, protection of the invention
Range should not be construed as being limited to the specific forms stated in the embodiments, and protection scope of the present invention covers those skilled in the art
Member according to the present invention design it is conceivable that equivalent technologies mean.
Claims (8)
1. a kind of liftable post-cast strip template structure, including the template being horizontally set at post-cast strip；It is characterized by also including
The lead screw (6) for having falsework and being connected between template and falsework；
The falsework is located at the lower section of template, arranges along post-cast strip long axis direction parallel interval；
The falsework passes through lead screw (6) and the adjustable connection of template；
The main body (1) of the falsework is in U-shape, and both ends horizontal extends outward to form horizontal wing bar (2)；
Interval is provided with vertical threaded hole (11) on the cross bar of the main body (1)；
The template includes form surfacing (15), the secondary back along one group of longitudinal direction that form surfacing (15) bottom surface, parallel interval are arranged
Stupefied (14) and along longitudinal direction, parallel interval be connected to one group of lateral main back cord (8) of one group of time back cord (14) bottom surface；
Vertical through holes one (12) are equipped on the main back cord (8), at the position of corresponding vertical threaded hole (11)；
The form surfacing (15) is horizontally set between two vertical bars of main body (1), on form surfacing (15), corresponds to vertical lead to
Vertical through holes two (13) are equipped at the position in hole one (12).
2. a kind of liftable post-cast strip template structure according to claim 1, it is characterised in that: the main back cord (8)
Both ends are equipped with the guide plate (9) of vertically movable U-shaped；The opposite side that the guide plate (9) is parallel to each other is clipped in the perpendicular of main body (1)
Bar two sides.
3. a kind of liftable post-cast strip template structure according to claim 1 or 2, it is characterised in that: the lead screw (6) is worn
It is inserted in vertical threaded hole (11) and vertical through holes one (12), and the bearing outer ring (61) of lead screw (6) upper end is fixed on vertically
In through-hole one (12).
4. a kind of liftable post-cast strip template structure system, include post-cast strip two sides to be poured first pour floor (4), be mounted on to
The template knot for pouring the liftable post-cast strip template structure below post-cast strip and being supported below liftable post-cast strip template structure
Structure bracket；It is characterized by: the liftable post-cast strip template structure is liftable alter-pouring strips mould plate described in claim 3
Structure；The opening face post-cast strip to be poured of the main body (1) of the falsework, two horizontal wing bars (2) are respectively provided at both sides
First pour below floor (4)；The formwork erection is immediately below post-cast strip to be poured, two vertical bars of main body (1) and cross bar surround
Slot in.
5. a kind of liftable post-cast strip template structure system according to claim 4, it is characterised in that: the formwork structure
Bracket includes column (3), brace (5) and drag link (16)；The column (3) has two groups, respectively along post-cast strip length direction
Branch is located at first the pouring below floor (4) of post-cast strip two sides to be poured；The horizontal drawknot of the drag link (16) two groups of columns (3) it
Between；One end of the brace (5) is supported on drag link (16) and column (3) point of intersection, and the other end is supported on the master of falsework
At body (1) bottom comers.
6. the construction method of liftable post-cast strip template structure system described in a kind of any one of claim 4 or 5, special
Sign is, including steps are as follows,
Step 1: the installation of post-cast strip template structure system prepares；
Step 2: assembling column (3) and the falsework and template for making liftable post-cast strip template structure, and by lead screw (6)
It is through in vertical through holes one (12), the bearing outer ring (61) and vertical through holes one (12) of lead screw (6) upper end are fixed；
Step 3: falsework is installed to the top of column (3)；
Step 4: the height of adjusting post (3), and fix two horizontal wing bars (2)；
Step 5: installation brace (5) and drag link (16)；
Step 6: by template and lead screw (6) it is adjustable be connected on falsework, the bottom of post-cast strip to be poured；
Step 7: (10) rotating threaded shaft (6) is pulled with adjusting template height, form surfacing (15) jacking to post-cast strip to be poured using shaking
Stop at elevation of bottom；
Step 8: liftable post-cast strip template structure system is checked；
Step 9: production post-cast strip concrete simultaneously pours post-cast strip；
Step 10: post-cast strip concrete curing；
Step 11: liftable post-cast strip template structure system is removed.
7. a kind of construction method of liftable post-cast strip template structure system according to claim 6, it is characterised in that: every
Spacing in group column between adjacent two root posts (3) is 1000mm~1500mm；The secondary back cord (14) with 100mm~
The spacing of 200mm is mounted on the bottom surface of form surfacing (15).
8. a kind of construction method of liftable post-cast strip template structure system according to claim 6, it is characterised in that:
Step in step 4 is specially adjusting post (3) height, by column (3) capital with first pour it is crowded between floor (4)
Pressure effect, is clipped in the horizontal wing bar (2) with fixed form bracket among them for horizontal wing bar (2)；
Brace (5) and drag link (16) are installed specifically, one end of brace (5) to be first fixed on to the master of falsework in step 5
At body (1) bottom comers, the other end is fixed on the shaft of column (3)；Then it installs again drag link (16), drag link (16)
Both ends are connected and fix with the end for the brace (5) being fixed on column (3) respectively；
Step 6 is specifically, lead screw (6) lower end is screwed in vertical threaded hole (11), and pair that guide plate (9) is parallel to each other
While being clipped in the vertical bar two sides of main body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611227244.9A CN106522282B (en) | 2016-12-27 | 2016-12-27 | A kind of liftable post-cast strip template structure and system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611227244.9A CN106522282B (en) | 2016-12-27 | 2016-12-27 | A kind of liftable post-cast strip template structure and system and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106522282A CN106522282A (en) | 2017-03-22 |
| CN106522282B true CN106522282B (en) | 2019-01-15 |
Family
ID=58337715
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611227244.9A Active CN106522282B (en) | 2016-12-27 | 2016-12-27 | A kind of liftable post-cast strip template structure and system and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522282B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930816B (en) * | 2019-04-09 | 2024-08-16 | 上海欧本钢结构有限公司 | Expandable and liftable shared template |
| CN110242040B (en) * | 2019-07-08 | 2020-12-29 | 中信国安建工集团有限公司 | Construction method based on building post-cast strip |
| CN110670805A (en) * | 2019-09-05 | 2020-01-10 | 广东龙越建筑工程有限公司 | Post structure of post-cast strip, stress calculation step and arrangement process of post-cast strip |
| CN111140008A (en) * | 2019-12-13 | 2020-05-12 | 中冶天工集团有限公司 | Post-pouring strip template supporting system with function of back jacking after disassembly |
| CN114922417B (en) * | 2022-05-19 | 2023-06-27 | 中建三局集团有限公司 | Post-cast strip formwork-supporting-free support-free system and construction method thereof |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101310842B1 (en) * | 2012-01-30 | 2013-09-25 | (주)에이원알폼 | Concrete mold assembly and method of constructing beam by using the same |
| CN204386153U (en) * | 2014-12-26 | 2015-06-10 | 江苏省矿业工程集团有限公司 | The adjustable rest of clear-water concrete ater-casting formwork |
| CN204418660U (en) * | 2015-01-07 | 2015-06-24 | 福建工程学院 | Cast-in-situ concrete beam and slab structure form bracing system |
| CN206418523U (en) * | 2016-12-27 | 2017-08-18 | 河北建筑工程学院 | A kind of liftable post-cast strip template structure and system |
-
2016
- 2016-12-27 CN CN201611227244.9A patent/CN106522282B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN106522282A (en) | 2017-03-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106522282B (en) | A kind of liftable post-cast strip template structure and system and its construction method | |
| CN100469995C (en) | Construction method for after-pouring band beam-slab template | |
| CN108978471B (en) | Supporting device for increasing rigidity of cable-stayed bridge special-shaped cable tower and mounting method thereof | |
| CN107571392B (en) | A kind of beam making bench for the construction of transverse tensioning method prestressing force prefabricated small box girder | |
| CN106592966A (en) | Support-beam-plate-free post-cast strip formwork system and construction method thereof | |
| CN109680930A (en) | Early-dismantling support system construction method | |
| CN110878522B (en) | Main tower lower cross beam construction system and construction method | |
| CN206418523U (en) | A kind of liftable post-cast strip template structure and system | |
| CN107806019A (en) | Large-span suspension bridge gate Sarasota construction method | |
| CN117967092B (en) | Construction method for removing and modifying building without temporary support of building | |
| CN204546737U (en) | A kind of telescopic folding steel support | |
| CN203238950U (en) | Concrete beam formwork supported by trusses suspended in air | |
| CN110700112B (en) | Movable formwork for steel-concrete composite Liang Xuantiao wing plate concrete construction and construction method | |
| CN219080981U (en) | Non-support fixing device for post-pouring strip of superimposed sheet | |
| CN209760872U (en) | Diagonal draw bar for supporting-free formwork | |
| CN106759966A (en) | Pouring after settlement shaped steel transition mast temporary support construction method | |
| CN206438766U (en) | One kind is without support beam board post poured band template system | |
| CN215291438U (en) | Independent bearing structure of post-cast strip | |
| CN211057623U (en) | Precast bridge deck inboard cantilever pouring braced system | |
| CN212249192U (en) | Reinforced structure of board side form is encorbelmented to super thick | |
| CN108098978A (en) | A kind of assembled underground pipe gallery epimere producing device and production method | |
| CN112878204A (en) | Construction process of cast-in-place anchor beam hanger system | |
| CN114293769B (en) | Spanning type bent frame and mounting method thereof | |
| JP5437876B2 (en) | Method of dismantling and removing support members in the construction process of RC RC ramen structure viaduct | |
| CN215668976U (en) | Interim strutting arrangement of narrow and small space variable height |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |