CN108661240A - A kind of straight type wall structure column construction method - Google Patents
A kind of straight type wall structure column construction method Download PDFInfo
- Publication number
- CN108661240A CN108661240A CN201810495432.2A CN201810495432A CN108661240A CN 108661240 A CN108661240 A CN 108661240A CN 201810495432 A CN201810495432 A CN 201810495432A CN 108661240 A CN108661240 A CN 108661240A
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- China
- Prior art keywords
- template
- track
- pulley mechanism
- wall
- construction method
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
Abstract
A kind of straight type wall structure column construction method, includes the following steps：One, in constructional column position, after completing the binding of reinforcing bar arrangement of reinforcement, builds both sides wall by laying bricks or stones and compress template to the height for being not less than track from both sides wall lowest point attachment rail and pulley mechanism；Two, casting concrete vibrates, and waits pouring to stopping pouring at template upper end；Three, it waits for concrete initial set, continues to build both sides wall by laying bricks or stones；Four, concrete initial set is completed, and unclamps template, and rotation crank makes pulley mechanism upward sliding stop sliding to lower-layer concrete boundary, compresses template again；Five, repeat step 2 and step 3, until pulley mechanism slides to the top of track, track and pulley mechanism are integrally moved up, rocking handle is reversely shaken, pulley mechanism is set to be snapped down to track lower end, step 2 step 3 and step 4 are repeated, until sliding to construction top end, completes to pour, after initial set, track and pulley mechanism are removed.This method can shorten the construction period, and casting quality is good, and construction efficiency is high.
Description
Technical field
The present invention relates to a kind of construction method, specifically a kind of straight type wall structure column construction method belongs to construction
Technical field.
Background technology
Constructional column is the position specified in masonry project according to coagulation made of placing concrete after detailing requiments arrangement of reinforcement
Earth pillar has the function of improving wall stability, while can effectively limit wall body slit after forming obligatory point together with collar tie beam
Extension and be scattered, ensure wall do not collapse.
Traditional Constructional Col-umn Construction be after the completion of masonry project is built by laying bricks or stones, for the ease of with wall connecting, in constructional column position
Indwelling horse tooth trough, configuration reinforcement are set, then steel form or plank sheathing are fixed on wall both sides with split bolt, top, which is stayed, pours mouth
Casting concrete, there are the following problems for the constructional column that conventional construction method is poured into a mould out：1) wall cannot be applied simultaneously with constructional column
Work needs whole building walls to complete after-pouring constructional column, extend the construction period；It is 2) higher due to pouring height, it is easy to
There is the problems such as honeycomb, pitted skin, dew muscle, hole, leaves hidden danger of quality；3) a large amount of templates need to be installed, tedious process reduces construction
Efficiency.
Invention content
In view of the above existing problems in the prior art, the present invention provides a kind of straight type wall structure column construction method, the party
Method can make building wall is synchronous with the cast of constructional column to carry out, and shorten the construction period；It can be convenient for step pouring, cast height
It is low, it is high-quality；A large amount of supporting modules are not needed, construction efficiency is high.
To achieve the goals above, the present invention provides a kind of straight type wall structure column construction method, including constructing device, institute
It includes the symmetrical template for being distributed in constructional column both sides wall outer side to state constructing device, further includes symmetrical being distributed in two moulds
Rail mechanism on the outside of plate and the pulley mechanism being slidably matched with rail mechanism；
The rail mechanism includes two tracks of time interval setting, and track includes outer end plate, inner end plate, side
Plate, outer end plate, inner end plate outer end face between connected by side end panel, outer end plate, inner end plate inner end be separately connected inwardly
The outer extension baffle and outwardly extending interior extension baffle extended forms bar shaped and lacks between outer extension baffle and interior extension baffle
Mouthful；
The outer end face of inner end plate is evenly distributed with continuous rack, and at least side of inner end plate is securing elongated equipped with securing elongated section
Through-hole is opened up in section；
The pulley mechanism includes babinet, and box house is equipped with pressing device, and pressing device includes hydraulic cylinder and connection
Part, the cylinder body of wherein hydraulic cylinder are horizontally fixed on the inner wall of the outer panel of babinet, and tailpiece of the piston rod connects connector one end, even
It is connect with template after the through-hole that the other end of fitting opens up on the interior plate of babinet, the width of interior plate is not less than template
Width, lower part axle and top axle are parallel with interior plate, are mounted on interior plate by bearing block；Lower part axle and top vehicle
Undergear and upper gear are installed in the both ends of axis respectively, and the both ends of lower part axle and top axle are from outer extension baffle and Nei Yan
It stretches and stretches into track interior in the v notch v formed between baffle, the undergear of front end, upper gear are located at front side track
Semi-surrounding structure in, the undergear of its rear end, upper gear are located in the semi-surrounding structure of rear side track, undergear,
Upper gear is meshed with rack；
The side of top axle is equipped with worm gear and the worm screw of intermeshing connection, and wherein worm screw is formed in the outer of top axle
The rotation center on surface, worm gear is connected with rocking handle；
The construction method includes the following steps：
Step 1 after completing the binding of reinforcing bar arrangement of reinforcement, builds both sides wall by laying bricks or stones to the height for being not less than track in constructional column position
Degree is fixedly mounted template, track and pulley mechanism from the both sides wall lowest point laid, starts inside two pulley mechanisms
Pressing device compresses template, makes two template proximates in the outside of both sides wall；
Step 2, casting concrete vibrate, and wait pouring to stopping pouring at template upper end；
Step 3 waits for and carries out both sides wall while concrete initial set and continue to build by laying bricks or stones；
Step 4 after the completion of concrete initial set, starts the pressing device inside two pulley mechanisms, makes piston rod band dynamic model
Plate leaves surface of wall, and rotation crank makes to move to lower layer's initial set concrete boundary stopping sliding on template lower end, passes through two
Pressing device inside pulley mechanism compresses the template of wall both sides again；
Step 5 repeats step 2 and step 3, until pulley mechanism slides to the top of track, integrally moves up mould
Plate, track and pulley mechanism, reversely shake rocking handle, so that pulley mechanism band moving platen is glided, until the lower end of template slides to lower layer
Pre-hardening concrete boundary compresses template, repeats Step 2: step 3 and step 4 are completed to pour until sliding to construction top end
It builds, after concrete initial set, removes track and pulley mechanism, manually fill up remaining gap.
The present invention is by the longitudinally disposed semi-surrounding structure track with v notch v on the wall of both sides, and in track
The outer end face of inner end plate, which is fixed, is laid with rack, and coaster stretches into the gear driven positioned at track interior by axle out of v notch v
Coordinate with rack and slide, the setting for extending baffle ensures that gear will not fall off from track or open outside；And worm and wheel is matched
Closing has self-locking function, thus coaster will not slide downwards in orbit under the action of self-weight；It is set in the inside of coaster babinet
The pressing device being connect with template is set, in building wall to orbit altitude is not less than, when needing to compress template, starts both sides coaster
On hydraulic cylinder, so that piston rod is stretched out, it is close to wall by the connector of piston rod end band moving platen, until compressing wall
Body stops hydraulic cylinder action, can be poured into a mould；During the concrete initial set of cast, building by laying bricks or stones for both sides wall can be carried out, waits mixing
Solidifying soil initial set is completed, and is again started up hydraulic cylinder, piston rod is made to retract, and deviates from wall by the connector band moving platen of piston rod end
Body stops hydraulic cylinder action, shakes coaster rocking handle to suitable position, and strop moving platen moves up, until being moved on template lower end
Lower layer's initial set concrete boundary compresses template and is poured again；When coaster slides to track upper end, track is integrally moved up, Gu
After fixed, rocking handle is reversely shaken, coaster is made to slide down to track lower end, carries out next section of construction, until being poured into construction
Top end, initial set are completed, and track and coaster are dismantled.The whole that this method is not necessarily to complete wall builds by laying bricks or stones and can carry out concrete and pour
Note, the concrete initial set and hypomere building wall of step pouring can be carried out at the same time, and be effectively shortened the duration；Segmentation pours mixed
Solidifying soil to pour height low, timely concrete can be vibrated and be compacted, it is therefore prevented that honeycomb, pitted skin, dew muscle, hole are asked
Topic, improves casting quality；Track and coaster template are Ke Xunhuanliyong, are not necessarily to a large amount of supporting modules, and realize hydraulic cylinder pair
The automatic impaction of template, substantially increases construction efficiency.
Further, in the step one, before compressing template, plastics are laid on the contact surface of template and wall
Film.
Further, the connector includes longitudinal rod and is separately connected two transverse directions at both ends is descended to connect on it
Bar, the wherein piston rod of the middle part connection liquid cylinder pressure of longitudinal rod, transverse link are logical by two opened up on interior plate respectively
Hole is connect with template.
Further, the length of template is not less than the length of interior plate.
Further, the width of template is less than the width of interior plate.
Further, the both sides of inner end plate are equipped with securing elongated section.
Further, template is steel form, and lays elastic rubber in the side contacted with wall.
Further, further respectively have film covering device on the outside of every side template, the film covering device include roller I,
Rolling stand I, roller II and rolling stand II, two of which rolling stand I are separately positioned on the rear and front end of die head, rolling
Cylinder I is rotatably mounted between two rolling stand I；Two rolling stand II are separately positioned on the rear and front end of top of the box,
Roller II is rotatably mounted between two rolling stand II, and plastic film is wound on roller II excircles, plastic film
Free end is laid in the inside of template after bypassing roller I.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention；
Fig. 2 is the side structure schematic view of the present invention；
Fig. 3 is the partial enlarged view at A in Fig. 2；
Fig. 4 is the structural schematic diagram of middle orbit and wheel cooperation of the present invention.
In figure：1, constructional column, 2, rack, 3, track, 3-1, outer end plate, 3-2, side end panel, 3-3, outer extension baffle, 3-4,
Interior extension baffle, 3-5, inner end plate, 4, wall, 5, template, 6, upper gear, 7, rocking handle, 8, outer panel, 9, hydraulic cylinder, 10, even
Fitting, 11, interior plate, 12, undergear, 13, fixing bolt, 14, worm screw, 15, worm gear, 16, lower part axle, 17, top vehicle
Axis, 18, securing elongated section, 19, through-hole, 20, roller I, 21, rolling stand I, 22, plastic film, 23, roller II, 24, roller
Holder II.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings.
In the description of the present invention, it should be noted that term "upper", "lower", "left", "right", "horizontal", "inner",
The orientation or positional relationship of the instructions such as "outside" is to be merely for convenience of description originally based on attached orientation or positional relationship shown in FIG. 1
Invention and simplified description, do not indicate or imply the indicated device or element must have a particular orientation, with specific side
Position construction and operation, therefore be not considered as limiting the invention.
As shown in Figure 1, a kind of straight type wall structure column construction method, including symmetrical it is distributed in 1 both walls of constructional column
The template 5 in 4 outside of body, which is characterized in that further include the symmetrical rail mechanism and and track for being distributed in two templates, 5 outside
The pulley mechanism of mechanism slips cooperation,
As shown in Figure 2, Figure 4 shows, the rail mechanism includes two tracks 3 of time interval setting, and track 3 includes outer end
Plate 3-1, inner end plate 3-5, side end panel 3-2, outer end plate 3-1, inner end plate 3-5 outer end face between connected by side end panel 3-2, outside
End plate 3-1, inner end plate 3-5 inner end be separately connected the outer extension baffle 3-3 to extend internally and outwardly extending interior extension gear
A v notch v is formed between plate 3-4, outer extension baffle 3-3 and interior extension baffle 3-4；The outer end face of inner end plate 3-5 is uniformly distributed continuous
Rack 2, at least side of inner end plate 3-5 is equipped on securing elongated section 18, securing elongated section 18 and opens up through-hole 19, passes through fixation
Track 3 is fixed on wall 4 by the cooperation of bolt 13 and through-hole 19；Preferably, every track 3 is by multiple orbital segment groups
At.Each rail section is fixedly connected by the through-hole 19 being arranged on securing elongated section 18 with wall.
As shown in Figure 1 to Figure 3, pulley mechanism includes babinet, and box house is equipped with pressing device, and pressing device includes hydraulic pressure
Cylinder 9 and connector 10, hydraulic cylinder 9 are flatly arranged, and the cylinder body of wherein hydraulic cylinder 9 is fixed on the inner wall of outer panel 8 of babinet,
Tailpiece of the piston rod connects connector 10 one end, and the other end of connector 10 connects after passing through the through-hole opened up on the interior plate 11 of babinet
Template 5, the width of interior plate 11 are not less than the width of template 5, and lower part axle 16 and top axle 17 are parallel with interior plate 11, under
Portion's axle 16 and top axle 17 can be connect by the bearing block being fixedly connected on interior plate 11 with interior plate 11, can also
It is connect with interior plate 11 by the axle sleeve being fixedly connected on interior plate 11, the both ends difference of lower part axle 16 and top axle 17
The both ends of connection undergear 12 and upper gear 6, lower part axle 16 and top axle 17 are from outer extension baffle 3-3 and Nei Yan
It stretches and is stretched into inside track 3 in the v notch v formed between baffle 3-4, before the undergear 12 of front end, upper gear 6 are located at
In the semi-surrounding structure of siding track 3, the undergear 12 of its rear end, upper gear 6 are located at the semi-surrounding structure of rear side track 3
Interior, undergear 12, upper gear 6 are meshed with rack 2；
Box house is equipped with worm gear 15 and the worm screw 14 of intermeshing connection, wherein worm screw 14 in the side of top axle 17
It is formed in the outer surface of top axle 17, the rotation center of worm gear 15 is connected with the rocking handle 7 extended out to outside babinet.Worm gear 15
The outside of interior plate 11 can be connected to by bearing block.
The construction method includes the following steps：
Step 1 builds both sides wall 4 by laying bricks or stones to not less than track 3 in 1 position of constructional column after completing the binding of reinforcing bar arrangement of reinforcement
Highly, template 5, track 3 and pulley mechanism is fixedly mounted from 4 lowest point of both sides wall laid, starts two pulley mechanisms
Internal pressing device compresses template 5, two templates 5 is made to be tightly attached to the outside of both sides wall 4；
Step 2, casting concrete vibrate, and wait pouring to stopping pouring at 5 upper end of template；
Step 3 waits for and carries out both sides wall 4 while concrete initial set and continue to build by laying bricks or stones；
Step 4 after the completion of concrete initial set, starts the pressing device inside two pulley mechanisms, makes piston rod band dynamic model
Plate 5 leaves 4 surface of wall, and rotation crank 7 makes to move to lower layer's initial set concrete boundary stopping sliding on 5 lower end of template, pass through
Pressing device inside two pulley mechanisms compresses the template 5 of 4 both sides of wall again；
Step 5 repeats step 2 and step 3, until pulley mechanism slides to the top of track 3, integrally moves up mould
Plate 5, track 3 and pulley mechanism, it is reversed to shake rocking handle 7, so that pulley mechanism band moving platen 5 is glided, until the lower end of template 5 slides to
Lower layer's initial set concrete boundary compresses template 5, repeats Step 2: step 3 and step 4, until 1 top of constructional column is slided to,
Completion pours, and after concrete initial set, removes track 3 and pulley mechanism, manually fills up remaining gap.
To prevent concrete Nian Jie with template 5, in the step one, before compressing template 5, in template 5 and wall 4
Contact surface on be laid with plastic film.
To ensure the stable connection of connector and template, while the uniformity of compression is improved, the connector 10 packet
It includes longitudinal rod and is separately connected two transverse links for descending both ends on it, wherein the middle part connection liquid cylinder pressure 9 of longitudinal rod
Piston rod, transverse link connect by two through-holes opened up on interior plate 1 with template 5 respectively.
To be clearly seen that template, convenient for determining that the height of cast, the length of template 5 are not less than the length of interior plate 11,
Keep its exposed and coaster babinet upper and lower ends.
Template 5 is interfered with interior plate 11 or gear in order to prevent, and then influences cylinder pressure 9 to the compression of template 5, mould
The width of plate 5 is less than the width of interior plate 11.
To further increase the stability of track installation, the both sides of inner end plate 3-5 are equipped with securing elongated section 18.
To further increase the rigidity of template 5 and being fitted closely with wall 4, template 5 is steel form, and with wall 4
Elastic rubber is laid in the side of contact.
Further be prevent concrete and template adhesion, reach stripping result, in addition the later stage can also play concrete
Maintenance action, which further respectively has film covering device in the outside of every side template 5, and the film covering device includes rolling
Cylinder I20, rolling stand I21, roller II23 and rolling stand II24, two of which rolling stand I21 are separately positioned on the top of template 5
The rear and front end in portion, roller I20 are rotatably mounted between two rolling stand I21；Two rolling stand II24 are respectively set
Rear and front end in top of the box, roller II23 are rotatably mounted between two rolling stand II24, roller II23 excircles
On be wound with plastic film 22, the free end of plastic film 22 is around being laid in the inside of template 5, plastic film after roller I20
22 width is equal with template, and when construction, 22 one end of plastic film on roller II23 excircles is passed through to the appearance of roller I20
Face is pulled to template 5 and pours into a mould the bottom end of side and poured into a mould, and waits for pre-hardening completion, when coaster upward sliding, the roller on film covering device
It is rotated under the upward sliding force effect of the gravity and coaster of concrete, realizes the automatic laying of plastic film 22.
Specifically in construction, wall is built to the height not less than track 3, fixing bolt 13 is passed through securing elongated section 18
On through-hole 19 after screwed up with the threaded hole reserved on wall 4 track 3 to be fixedly connected with wall 4, make two tracks 3 longitudinally
And on the symmetrical wall 4 being respectively provided at both sides, the axle of coaster is stretched by a v notch v for track 3 in track 3
Portion is equipped at the both ends of axle and is equipped with baffle with 3 inside rack of track, 2 meshed gears, 3 both sides of track, ensures coaster
Gear will not fall off out of track 3 or open outside, v notch v provides sliding space for the axle of coaster；
The pressing device being connect with template 5 is set in the inside of coaster babinet, in building wall to not less than 3 height of track
When, when needing to compress template 5, while the supratrochlear hydraulic cylinder 9 in both sides is controlled, so that its piston rod is stretched out, pass through piston rod end
Connector 10 it is close to wall 4 with moving platen 5, until compress wall 4, stop hydraulic cylinder 9 action, make the template 5 of both sides
Keep the impaction state to 4 both sides of wall, you can carry out concrete cast；During the concrete initial set of cast, two can be carried out
Lower section of side wall body 4 is built by laying bricks or stones, when concrete initial set is completed, is controlled hydraulic cylinder 9 again, so that its piston rod is retracted, pass through work
The connector 10 of stopper rod end arrives suitable position with moving platen 5 away from wall 4, stops hydraulic cylinder 9 and acts, shakes supratrochlear shake
Handle 7 drives worm screw 14 to rotate, and then top axle 17 is driven to rotate by worm gear 15, makes strop moving platen 5 along track 3
Entirety moves up, until moving to lower layer's initial set concrete boundary on 5 lower end of template, compresses template 5 again and is poured, wall 4
The pulley mechanism of both sides, which synchronizes, to be operated, and the height of two side templates 5 is made to be consistent；It is whole when coaster slides to 3 upper end of track
Track 3 is moved up, it is reversed to shake rocking handle 7 after fixed, so that coaster is slided down to 3 lower end of track, carries out next section of construction,
Until being poured into 1 top of constructional column, initial set is completed, and dismantles track 3 and coaster.The hole reserved for trapped orbit 3 on wall 4, people
Work is filled up.
Claims (8)
1. a kind of straight type wall structure column construction method, constructing device used includes symmetrical being distributed in constructional column (1) both sides
Template (5) on the outside of wall (4) further includes the symmetrical rail mechanism and and track machine being distributed on the outside of two templates (5)
The pulley mechanism that structure is slidably matched；
The rail mechanism includes two tracks (3) of time interval setting, and track (3) includes outer end plate (3-1), inner end plate
(3-5), side end panel (3-2), outer end plate (3-1), inner end plate (3-5) outer end face between pass through side end panel (3-2) connection, outer end
Plate (3-1), inner end plate (3-5) inner end be separately connected the outer extension baffle (3-3) to extend internally and outwardly extending interior prolong
Baffle (3-4) is stretched, forms a v notch v between outer extension baffle (3-3) and interior extension baffle (3-4)；
The outer end face of inner end plate (3-5) is evenly distributed with continuous rack (2), and at least side of inner end plate (3-5) is equipped with securing elongated section
(18), through-hole (19) is opened up on securing elongated section (18)；
The pulley mechanism includes babinet, and box house is equipped with pressing device, and pressing device includes hydraulic cylinder (9) and connector
(10), the cylinder body of wherein hydraulic cylinder (9) is horizontally fixed on the inner wall of outer panel (8) of babinet, tailpiece of the piston rod connection connection
Part (10) one end, the other end of connector (10) are connect after passing through the through-hole opened up on the interior plate (11) of babinet with template (5)；
It is flat with interior plate (11) that the width of interior plate (11) is not less than the width of template (5), lower part axle (16) and top axle (17)
Row is mounted on by bearing block on interior plate (11)；Lower part is installed at the both ends of lower part axle (16) and top axle (17) respectively
The both ends of gear (12) and upper gear (6), lower part axle (16) and top axle (17) are from outer extension baffle (3-3) and interior prolong
It stretches and stretches into track (3) inside, the undergear (12) of front end, upper gear in the v notch v formed between baffle (3-4)
(6) it is located in the semi-surrounding structure of front side track (3), the undergear (12) of its rear end, upper gear (6) are located at rear side track
(3) in semi-surrounding structure, undergear (12), upper gear (6) are meshed with rack (2)；
The side of top axle (17) is equipped with intermeshing worm gear (15) and worm screw (14), and wherein worm screw (14) is formed in top
The rotation center of the outer surface of axle (17), worm gear (15) is connected with rocking handle (7)；
It is characterized in that, the construction method includes the following steps：
Step 1 after completing the binding of reinforcing bar arrangement of reinforcement, builds both sides wall (4) by laying bricks or stones to not less than track (3) in constructional column (1) position
Height, template (5), track (3) and pulley mechanism is fixedly mounted from both sides wall (4) lowest point for laying, starts two
Pressing device inside pulley mechanism compresses template (5), two templates (5) is made to be tightly attached to the outside of both sides wall (4)；
Step 2, casting concrete vibrate, and wait pouring to stopping pouring at template (5) upper end；
Step 3 waits for and carries out both sides wall (4) while concrete initial set and continue to build by laying bricks or stones；
Step 4 after the completion of concrete initial set, starts the pressing device inside two pulley mechanisms, makes piston rod band moving platen
(5) wall (4) surface is left, rotation crank (7) makes to move to lower layer's initial set concrete boundary stopping cunning on template (5) lower end
It is dynamic, compress the template (5) of wall (4) both sides again by the pressing device inside two pulley mechanisms；
Step 5 repeats step 2 and step 3, until pulley mechanism slides to the top of track (3), integrally moves up template
(5), track (3) and pulley mechanism reversely shake rocking handle (7), and pulley mechanism band moving platen (5) is made to glide, until template (5)
Lower end slides to lower layer's initial set concrete boundary, compresses template (5), repeats Step 2: step 3 and step 4, until sliding to structure
Column (1) top is made, completes to pour, after concrete initial set, track (3) and pulley mechanism is removed, manually fills up remaining gap.
2. a kind of straight type wall structure column construction method according to claim 1, which is characterized in that in the step one
In, before compressing template (5), plastic film is laid with the contact side of wall (4) in template (5).
3. a kind of straight type wall structure column construction method according to claim 1 or 2, which is characterized in that the connection
Part (10) includes longitudinal rod and is separately connected two transverse links for descending both ends on it, and the wherein middle part of longitudinal rod connects
The piston rod of hydraulic cylinder (9), transverse link are connect by two through-holes opened up on interior plate (11) with template (5) respectively.
4. a kind of straight type wall structure column construction method according to claim 3, which is characterized in that the length of template (5)
Not less than the length of interior plate (11).
5. a kind of straight type wall structure column construction method according to claim 4, which is characterized in that the width of template (5)
Less than the width of interior plate (11).
6. according to a kind of straight type wall structure column construction method according to claim 5, which is characterized in that inner end plate (3-
5) both sides are equipped with securing elongated section (18).
7. according to a kind of straight type wall structure column construction method according to claim 6, which is characterized in that the template
(5) it is steel form, and elastic rubber is laid in the side contacted with wall (4).
8. a kind of straight type wall structure column construction method according to claim 7, which is characterized in that in every side template (5)
Outside further respectively have film covering device, the film covering device includes roller I (20), rolling stand I (21), roller II (23)
With rolling stand II (24), two of which rolling stand I (21) is separately positioned on the rear and front end at the top of template (5), roller I
(20) it is rotatably mounted between two rolling stand I (21)；Two rolling stand II (24) are separately positioned on top of the box
Rear and front end, roller II (23) are rotatably mounted between two rolling stand II (24), are wound on roller II (23) excircle
There is a plastic film (22), the free end of plastic film (22) is around being laid in the inside of template (5) after roller I (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810495432.2A CN108661240B (en) | 2018-05-22 | 2018-05-22 | A kind of straight type wall structure column construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810495432.2A CN108661240B (en) | 2018-05-22 | 2018-05-22 | A kind of straight type wall structure column construction method |
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| Publication Number | Publication Date |
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| CN108661240A true CN108661240A (en) | 2018-10-16 |
| CN108661240B CN108661240B (en) | 2019-06-28 |
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| CN201810495432.2A Active CN108661240B (en) | 2018-05-22 | 2018-05-22 | A kind of straight type wall structure column construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111041994A (en) * | 2019-12-24 | 2020-04-21 | 中交隧道工程局有限公司 | Pier stud wraps up in mould device |
| CN113482355A (en) * | 2021-08-13 | 2021-10-08 | 中冶天工集团有限公司 | Pouring device and construction method for sliding formwork constructional column |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN114352018A (en) * | 2021-12-30 | 2022-04-15 | 广东天凛高新科技有限公司 | Device for self-adaptively adjusting height of material conveying port |
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| WO2008057088A2 (en) * | 2006-11-08 | 2008-05-15 | Westby Charles W | Reuseable cross tie system and arrangements for concrete forms |
| KR20110108478A (en) * | 2010-03-29 | 2011-10-06 | 주식회사 근하기공 | Safety rail climbing system |
| CN102383598A (en) * | 2011-09-23 | 2012-03-21 | 中国十七冶集团有限公司 | Method for section construction of building project constructional column |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
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| WO2008057088A2 (en) * | 2006-11-08 | 2008-05-15 | Westby Charles W | Reuseable cross tie system and arrangements for concrete forms |
| KR20110108478A (en) * | 2010-03-29 | 2011-10-06 | 주식회사 근하기공 | Safety rail climbing system |
| CN102383598A (en) * | 2011-09-23 | 2012-03-21 | 中国十七冶集团有限公司 | Method for section construction of building project constructional column |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111041994A (en) * | 2019-12-24 | 2020-04-21 | 中交隧道工程局有限公司 | Pier stud wraps up in mould device |
| CN113482355A (en) * | 2021-08-13 | 2021-10-08 | 中冶天工集团有限公司 | Pouring device and construction method for sliding formwork constructional column |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN114352018A (en) * | 2021-12-30 | 2022-04-15 | 广东天凛高新科技有限公司 | Device for self-adaptively adjusting height of material conveying port |
| CN114352018B (en) * | 2021-12-30 | 2023-10-03 | 广东天凛高新科技有限公司 | Device for adaptively adjusting height of material conveying opening |
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| Publication number | Publication date |
|---|---|
| CN108661240B (en) | 2019-06-28 |
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Effective date of registration: 20210511 Address after: Room 205-46, zone a, University Pioneer Park, high tech Zone, 99 Daxue Road, Tongshan District, Xuzhou City, Jiangsu Province, 221000 Patentee after: Jiangsu digital Chain Construction Research Institute Co.,Ltd. Address before: Nanhu campus of China University of mining and technology, No.1, Daxue Road, Tongshan District, Xuzhou City, Jiangsu Province, 221116 Patentee before: China University of Mining and Technology |