CN110424737A - A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method - Google Patents
A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method Download PDFInfo
- Publication number
- CN110424737A CN110424737A CN201910754522.3A CN201910754522A CN110424737A CN 110424737 A CN110424737 A CN 110424737A CN 201910754522 A CN201910754522 A CN 201910754522A CN 110424737 A CN110424737 A CN 110424737A
- Authority
- CN
- China
- Prior art keywords
- screw rod
- face mould
- inserted link
- locating piece
- pool wall
- 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.)
- Pending
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 80
- 230000001788 irregular Effects 0.000 title claims abstract description 37
- 238000000034 method Methods 0.000 title claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 239000002689 soil Substances 0.000 claims description 9
- 239000004575 stone Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 238000005457 optimization Methods 0.000 description 6
- 238000005491 wire drawing Methods 0.000 description 6
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold methods, including screw rod, inserted link, reinforced bar fastener and nut, the screw rod and inserted link are located on same vertical plane, and the upper end of inserted link and the lower end handover position of screw rod are articulated and connected using toggle, toggle outer end is equipped with the locking member relatively rotated on toggle, inserted link and screw rod to be fixed and held to the angle of needs by locking member;Form height locating piece is installed on the screw rod, form height locating piece is connect with wire rod thread, and form height locating piece can turn to arbitrary height in screw rod;The reinforced bar fastener and nut are successively threaded through on screw rod and are located at form height locating piece backwards to inserted link side, and reinforced bar fastener is between nut and form height locating piece, for fixing face mould between the reinforced bar fastener and form height locating piece.The present invention can be accurately positioned irregular face mould, and operate during formwork it is convenient.
Description
Technical field
The present invention relates to construction formwork fields, and in particular to a kind of irregular inclined-plane pool wall formwork structure of landscape pond
Part, formwork erecting structure and mold method.
Background technique
In landscape pond construction, the concrete that general requirement pours pool wall is water-tight concrete, and pool wall surface is moved towards
Generally irregular inclined-plane arc, therefore pool wall concrete needs branch face mould when pouring, vibration when just can guarantee concreting
Move it is closely knit, for guarantee inclined-plane can vibratory compaction, and do not occur quick-fried mould phenomenon, it is necessary to have screw rod that face mould is fixed;It passes
The screw rod used in system meaning is to wire drawing bar, and screw both end requires to be fixed using reinforced bar fastener, but general landscape
The base of pool wall is generally concrete cushion and graded broken stone layer making forms, if screw lower end is directly inserted vertically into base not
Can effectively fix, easily extract, and very likely occur screw rod insertion concrete cushion after screw rod vertical accuracy it is not high,
Face mould cannot be aligned precisely and cause face mould difficult to install when subsequent formwork;And the pool wall face of landscape pool wall is in irregular shape,
Highly different, the surface of conventional face mould is burnishing surface, therefore arc face mould cannot essence according to traditional screw rod in formwork
The really height of the control each point of face mould, thus be badly in need of a kind of formwork erecting structure for the irregular inclined-plane pool wall of landscape pond come
Formwork is fixed to face mould.
Summary of the invention
In view of the above shortcomings of the prior art, the technical problems to be solved by the present invention are: providing a kind of landscape pond not
Regular bevel pool wall formwork support member, formwork erecting structure and mold method can be accurately positioned irregular face mould, and
It is convenient to operate during formwork.
In order to solve the above-mentioned technical problem, present invention employs the following technical solutions:
A kind of irregular inclined-plane pool wall formwork support member of landscape pond, including screw rod, inserted link, reinforced bar fastener and nut, the silk
Bar and inserted link are located on same vertical plane, and the upper end of inserted link and the lower end of screw rod handover position are articulated and connected using toggle, hinge
Bar outer end is equipped with the locking member relatively rotated on toggle, inserted link and screw rod are fixed and held at needs by locking member
Angle;Form height locating piece is installed on the screw rod, form height locating piece is connect with wire rod thread, form height positioning
Part can turn to arbitrary height in screw rod;The reinforced bar fastener and nut are successively threaded through on screw rod and are located at form height and position
Part is backwards to inserted link side, and for reinforced bar fastener between nut and form height locating piece, the reinforced bar fastener and form height are fixed
For fixing face mould between the part of position.
The irregular inclined-plane pool wall of this landscape pond with formwork support member in use, by the lower end of the inserted link of formwork support member
It is inserted vertically into concrete cushion and fixes, after adjusting screw rod keeps it vertical with pool wall face with the angle of inserted link, pass through locking member
Screw rod is set to be locked with inserted link, height of the rotary template altitude location part on screw rod, and the aperture on face mould, template pass through
It is lain against after screw rod on form height locating piece, form height locating piece provides support force to face mould, and then screw rod passes through reinforcing bar
Buckle and bolt, which are screwed down to the upper surface of face mould, to be locked, so that formwork is completed, using this inclined-plane pool wall formwork structure
Part is when mould carries out formwork over there, compared to can either be accurately positioned to wire drawing bar using traditional, and operates relatively convenient, letter
Process is changed.
As optimization, the lower end of the inserted link is in pintle end.
In this way, the end of inserted link is in pintle end, convenient for inserted link insertion concrete cushion hereinafter, operator in this way is by inserted link
It is downwardly into more laborsaving during concrete cushion.
As optimization, the form height locating piece is annular locating tab, and the inner hole of annular locating tab is machined with and screw rod
The internal screw thread of matching.
In this way, annular locating tab is threaded through screw rod, annular locating tab, by rotational positioning, is determined in screw rod with meeting annular
The height adjustment of bit slice facilitates subsequent face mould to be placed on circular orientation on piece and provides a supporting role.
As optimization, a kind of irregular inclined-plane pool wall formwork erecting structure of landscape pond, the concrete mats including landscape inclined-plane
Layer and face mould, the face mould are fixedly mounted using the irregular inclined-plane pool wall of landscape pond with formwork support member, and the lower end of inserted link is vertical
The concrete cushion on landscape inclined-plane is downwardly into hereinafter, toggle is located at after the inserted link is inserted vertically into concrete cushion lower part
Concrete cushion upper surface, so that screw rod can be rotated relative to concrete mats level in bevel direction to adjust screw rod and concrete
It is fixed after bed course is vertical and by locking member;The bottom surface of the face mould is placed on form height locating piece, the reinforced bar fastener
Successively be threaded through on screw rod face mould and rotated so that the bottom of face mould and form height locating piece are pushed against with bolt, reinforced bar fastener with
The reinforcing member for preventing the quick-fried mould of face mould is additionally provided between face mould.
In this way, since pool wall face is that inclined-plane is arc-shaped, it is highly irregular in the transverse direction on inclined-plane, it is therefore desirable to according to
Drawing is marked to form multiple anchor points in concrete mats level at each height change point in advance;By inserting for formwork erecting structure
The lower end of bar be inserted vertically into concrete cushion hereinafter, adjust the angle of screw rod and pool wall face and it is perpendicular after, pass through locking member
So that screw rod is locked with inserted link, supplies subsequent silk with aperture at the anchor point of multiple matchings above concrete cushion on face mould
The upper end of bar passes through;Since the pool wall height of each anchor point is different, altitude location part is arranged on screw rod and in silk
It is rotated on bar, the height of template fixer is determined to adjust template fixer in the height of screw rod, by each anchor point
On be repeated in the above process, so that the form height locating piece of the screw rod on each anchor point is in the equal height of template;
Then template is laid flat relative to pool wall face and pierces into every screw rod and is shelved on template on each form height locating piece, so
Every screw rod is screwed down to the upper surface of template by reinforced bar fastener and bolt and is locked afterwards, to complete formwork, is adapted to
Time saving and energy saving in the face mould formwork of the irregular inclined-plane pool wall of landscape pond, it is convenient to operate.
By this inclined-plane pool wall formwork erecting structure, inserted link is inserted vertically into concrete cushion, graded broken stone layer and pool wall lower part
It is then hinged using screw rod and inserted link in plain soil layer, it is convenient for the adjustable angle of screw rod in this way, avoids and screw rod and coagulation occur
It is not in plumbness after soil padding face angle degree insertion concrete cushion, but the angle of screw rod is unable to adjust, and leads to subsequent face
Mould situation difficult to install during formwork;Inserted link is inserted vertically into supporting course and fixes, and has by screw rod and inserted link
Certain angle, so that inserted link is made less to be drawn out easily, it is more preferable to the fastening performance of template, so that template is more after the completion of subsequent formwork
The phenomenon that being not susceptible to quick-fried mould;By using altitude location part on screw rod, since the pool wall face of landscape pool wall is in irregular shape,
The height change point of face mould is more, therefore carries out preparatory Primary Location to face mould by altitude location part, when installing face mould, directly will
Face mould passes through screw rod and is held on form height locating piece, has both reduced the installation difficulty of operator in this way, also not shadow
The installation accuracy of face mould is rung, therefore uses this inclined-plane pool wall with formwork erecting structure when carrying out formwork to template, compared to using biography
System can either be accurately positioned wire drawing bar, and operation is relatively convenient, simplifies process.
As optimization, the reinforcing member includes spiral and flitch, and flitch is along the oblique direction on face mould inclined-plane and pastes
It closes face mould upper surface to place, the spiral is vertically posted by the upper surface of flitch, and the arc-shaped slot of reinforced bar fastener lower edge will
The nut check that corresponding spiral clasps and passes through top.
In this way, by being fixed in the vertical direction on face mould inclined-plane using flitch, then by the screw-thread steel below reinforced bar fastener
Laterally reinforced bar fastener is locked muscle by vertical fastening on flitch, by flitch and spiral face mould transverse direction
It is limited in vertical direction, can prevent face mould from quick-fried mould phenomenon occurring in casting process.
As optimization, the diameter of the spiral is less than 18mm.
In this way, the bending deformability of reinforcing bar is weaker, therefore in practice of construction since conventional spiral diameter is bigger
In, locking, the screw-thread steel of minor diameter is fixed to face mould jointly in spiral and reinforced bar fastener using diameter less than 18mm
Muscle is easier to that partial deformation occurs to meet the scrambling in pool wall face mould transverse direction.
As optimization, a kind of irregular inclined-plane pool wall mold method of landscape pond includes the following steps, (1) positioning and
Embedded formwork support member: it marks to form multiple positioning at each height change point in concrete mats level in advance according to construction drawing
Point, uses a formwork support member at each anchor point, and the formwork support member is any landscape water of claim 1-3
The irregular inclined-plane pool wall formwork support member in pond, the inserted link lower end of formwork support member is inserted into straight down in concrete cushion and makes bottom
End is inserted in graded broken stone layer and the plain soil layer of pool wall lower part, until the toggle of inserted link and screw rod hinge point is located at concrete mats
The upper surface of layer adjusts screw rod, makes screw rod and adjust relative to toggle rotation the angle of screw rod Yu concrete mats layer plane, up to
Screw rod and the angle of concrete mats level are adjusted to after vertical, are threaded on toggle, locking member is nut, passes through rotation
Nut prevents it from relatively rotating so that screw rod is locked with inserted link.
(2) it processes and face mould is installed: being supplied on face mould with aperture at the anchor point of multiple matchings above concrete cushion
Subsequent screw rod passes through, and form height locating piece is threaded through screw rod and is rotated on screw rod, is existed with adjusting form height locating piece
The height of screw rod makes form height locating piece and the height of concrete mats level and the pool wall concrete thickness phase of the anchor point
Match, by repeating the above process on each anchor point, is in the form height locating piece of the screw rod on each anchor point
The corresponding height of face mould at this;Then face mould is laid flat relative to concrete cushion and pierces into every screw rod and makes the bottom of face mould
Portion is held on each form height locating piece, and face mould just complete by Primary Location.
(3) fixed face mould: every screw rod is screwed down by reinforced bar fastener and bolt to the upper surface of face mould, by face
Mould upper surface uses reinforcing member, and reinforced bar fastener attaching nut be locked to face mould and reinforcing member, and formwork is completed.
In conclusion the beneficial effects of the present invention are: by the way that inserted link is inserted vertically into concrete cushion, graded broken stone layer
It is then hinged using screw rod and inserted link in the element soil layer of pool wall lower part, it is convenient for the adjustable angle of screw rod in this way, avoids appearance
It is not in plumbness after screw rod and concrete mats bedding angle degree insertion concrete cushion, but the angle of screw rod is unable to adjust,
The situation for causing subsequent face mould difficult to install during formwork;Inserted link is inserted vertically into concrete cushion, graded broken stone layer and pond
It is fixed in the element soil layer of wall lower part, and there is certain angle by screw rod and inserted link, to make inserted link less be drawn out easily, to template
Fastening performance it is more preferable, thus after the completion of subsequent formwork, face mould is less susceptible to that there is a phenomenon where quick-fried moulds;By using height in screw rod
Locating piece, since the pool wall face of landscape pool wall is in irregular shape, the height change point of face mould is more, therefore passes through altitude location part pair
Face mould carries out preparatory Primary Location, when installing face mould, face mould is directly passed through screw rod and is held on form height locating piece,
The installation difficulty for both having reduced operator in this way does not influence the installation accuracy of face mould also, therefore using this inclined-plane pool wall branch
Die component, structure and mold method be when mould carries out formwork over there, compared to can either accurately be determined wire drawing bar using traditional
Position, but operation is relatively convenient, simplifies process.
Detailed description of the invention
In order to keep the purposes, technical schemes and advantages of invention clearer, the present invention is made into one below in conjunction with attached drawing
The detailed description of step, in which:
Fig. 1 is the structural schematic diagram of formwork support member of the present invention;
Fig. 2 is the structural schematic diagram of formwork erecting structure in the present invention.
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawing.
Appended drawing reference in Figure of description includes: screw rod 1, inserted link 2, toggle 3, form height locating piece 4, reinforced bar fastener
5, nut 6, concrete cushion 7, face mould 8, spiral 9.
The irregular inclined-plane pool wall formwork support member of one of present embodiment landscape pond, such as Fig. 1 and Fig. 2 institute
Show, including screw rod 1, inserted link 2, reinforced bar fastener 5 and nut 6, the screw rod 1 is located on same vertical plane with inserted link 2, and inserted link 2
Upper end and screw rod 1 lower end handover position using toggle 3 articulated connection, 3 outer end of toggle is equipped with to be relatively rotated on toggle 3
Locking member, inserted link 2 and screw rod 1 to be fixed and held to the angle of needs by locking member;Template is installed on the screw rod 1
Altitude location part 4, form height locating piece 4 are connect with wire rod thread, and form height locating piece 4 can turn to arbitrarily in screw rod 1
Highly;The reinforced bar fastener 5 and nut 6 are successively threaded through on screw rod 1 and are located at 2 side of inserted link backwards of form height locating piece 4,
Reinforced bar fastener 5 is used between the reinforced bar fastener 5 and form height locating piece 4 between nut 6 and form height locating piece 4
In fixed face mould 8.
The irregular inclined-plane pool wall of this landscape pond with formwork support member in use, will be under the inserted link 2 of formwork support member
End, which is inserted vertically into concrete cushion 7, to be fixed, and after adjusting screw rod keeps it vertical with pool wall face with the angle of inserted link 2, passes through lock
Tight part makes screw rod 1 be locked with inserted link 2, height of the rotary template altitude location part 4 on screw rod, and the aperture on face mould 8,
Template is lain against on form height locating piece 4 after passing through screw rod, and form height locating piece 4 provides support force to face mould 8, then silk
Bar is screwed down to the upper surface of face mould 8 by reinforced bar fastener 5 and bolt and is locked, so that formwork is completed, using this inclined-plane
Pool wall with formwork support member mould 8 carries out formwork over there when, compared to can either be accurately positioned to wire drawing bar using traditional, and grasp
It is relatively convenient to make, and simplifies process.
In a specific embodiment, the lower end of the inserted link 2 is in pintle end.
In this way, the end of inserted link 2 is in pintle end, concrete cushion 7 is inserted into convenient for inserted link 2 hereinafter, operator will in this way
Inserted link 2 is downwardly into more laborsaving during concrete cushion 7.
In a specific embodiment, the form height locating piece 4 is annular locating tab, the interior hole machined of annular locating tab
There is the internal screw thread to match with screw rod.
In this way, annular locating tab is threaded through screw rod, annular locating tab, by rotational positioning, is determined in screw rod with meeting annular
The height adjustment of bit slice facilitates subsequent face mould 8 to be placed on circular orientation on piece and provides a supporting role.
In a specific embodiment, the irregular inclined-plane pool wall formwork erecting structure of a kind of landscape pond, including landscape inclined-plane
Concrete cushion 7 and face mould 8, the face mould 8 are fixedly mounted using the irregular inclined-plane pool wall of landscape pond with formwork support member, inserted link
The concrete cushion 7 on landscape inclined-plane is inserted into hereinafter, when the inserted link 2 is inserted vertically under concrete cushion 7 in 2 lower end straight down
Behind portion, toggle 3 is located at 7 upper surface of concrete cushion so that screw rod can relative to 7 face of concrete cushion bevel direction rotate with
It is fixed after adjustment screw rod is vertical with concrete cushion 7 and by locking member;The bottom surface of the face mould 8 is placed in form height positioning
On part 4, the reinforced bar fastener 5 and bolt are successively threaded through on screw rod face mould 8 and rotate bottom and form height so that face mould 8
Locating piece 4 pushes against, and the reinforcing member for preventing the quick-fried mould of face mould 8 is additionally provided between reinforced bar fastener 5 and face mould 8.
In this way, since pool wall face is that inclined-plane is arc-shaped, it is highly irregular in the transverse direction on inclined-plane, it is therefore desirable to according to
Drawing is marked to form multiple anchor points on 7 face of concrete cushion at each height change point in advance;By formwork erecting structure
The lower end of inserted link 2 be inserted vertically into concrete cushion 7 hereinafter, adjust the angle of screw rod and pool wall face and it is perpendicular after, pass through lock
Tight part makes screw rod be locked with inserted link 2, on face mould 8 with aperture at the anchor point of multiple matchings above concrete cushion 7
It is passed through for the upper end of subsequent screw rod;Since the pool wall height of each anchor point is different, altitude location part is arranged in screw rod
It is upper and rotated on screw rod, the height of template fixer is determined to adjust template fixer in the height of screw rod, by every
It is repeated in the above process on a anchor point, the form height locating piece 4 of the screw rod on each anchor point is made to be in template phase
Deng height;Then template is laid flat relative to pool wall face and pierces into every screw rod and template is made to be shelved on each form height and determined
On the part 4 of position, then every screw rod is screwed down to the upper surface of template by reinforced bar fastener 5 and bolt and is locked, thus complete
At formwork, it is adapted to 8 formwork of face mould of the irregular inclined-plane pool wall of landscape pond, time saving and energy saving, it is convenient to operate.
By this inclined-plane pool wall formwork erecting structure, inserted link 2 is inserted vertically under concrete cushion 7, graded broken stone layer and pool wall
It is then hinged using screw rod and inserted link 2 in portion's element soil layer, be convenient for the adjustable angle of screw rod in this way, avoid occur screw rod and
It is not in plumbness after 7 face angle degree of concrete cushion insertion concrete cushion 7, but the angle of screw rod is unable to adjust, and is caused
Subsequent face mould 8 situation difficult to install during formwork;Inserted link 2 be inserted vertically into supporting course it is fixed, and by screw rod with
Inserted link 2 has certain angle, so that inserted link 2 is made less to be drawn out easily, it is more preferable to the fastening performance of template, so that subsequent formwork is completed
Afterwards, template is less susceptible to that there is a phenomenon where quick-fried moulds;By using altitude location part on screw rod, due to the pool wall face shape of landscape pool wall
Shape is irregular, and the height change point of face mould 8 is more, therefore carries out preparatory Primary Location, mounting surface to face mould 8 by altitude location part
When mould 8, face mould 8 is directly passed through into screw rod and is held on form height locating piece 4, had both reduced the peace of operator in this way
Difficulty is filled, does not influence the installation accuracy of face mould 8 also, therefore formwork is being carried out to template with formwork erecting structure using this inclined-plane pool wall
When, wire drawing bar can either be accurately positioned compared to using traditional, and operation is relatively convenient, simplifies process.
In a specific embodiment, the reinforcing member includes spiral 9 and flitch, and flitch is oblique along 8 inclined-plane of face mould
On direction and it is bonded the placement of 8 upper surface of face mould, the spiral 9 is vertically posted by the upper surface of flitch, 5 lower edge of reinforced bar fastener
Arc-shaped slot corresponding spiral 9 is clasped and is locked by the nut 6 of top.
In this way, by being fixed in the vertical direction on 8 inclined-plane of face mould using flitch, then by the screw thread of 5 lower section of reinforced bar fastener
Laterally reinforced bar fastener 5 is locked, on flitch by flitch and spiral 9 in face mould 8 reinforcing bar 9 by vertical fastening
Transverse direction and vertical direction on limited, can prevent face mould 8 from quick-fried mould phenomenon occurring in casting process.
In a specific embodiment, the diameter of the spiral 9 is less than 18mm.
In this way, the bending deformability of reinforcing bar is weaker, therefore is actually applying since conventional 9 diameter of spiral is bigger
In work, locking, the spiral shell of minor diameter is fixed to face mould 8 jointly in spiral 9 and reinforced bar fastener 5 using diameter less than 18mm
Line reinforcing bar 9 is easier to that partial deformation occurs to meet the scrambling in 8 transverse direction of pool wall face mould.
In the specific implementation process, the irregular inclined-plane pool wall mold method of a kind of landscape pond, includes the following steps,
(1) positioning and embedded formwork support member: shape is marked on 7 face of concrete cushion according to construction drawing in advance at each height change point
At multiple anchor points, a formwork support member is used at each anchor point, the formwork support member is any institute of claim 1-3
Concrete is inserted into 2 lower end of inserted link of formwork support member by the irregular inclined-plane pool wall formwork support member of the landscape pond stated straight down
In bed course 7 and it is inserted to bottom end in graded broken stone layer and the plain soil layer of pool wall lower part, until the hinge of inserted link 2 and screw rod hinge point
Bar 3 is located at the upper surface of concrete cushion 7, adjusts screw rod, rotates screw rod relative to toggle 3 to adjust screw rod and concrete mats
The angle of 7 plane of layer is threaded on toggle 3 until adjusting screw rod and the angle in 7 face of concrete cushion to after vertical,
Locking member is nut, prevents it from relatively rotating so that screw rod is locked with inserted link 2 by rotary nut.
(2) process and face mould 8 is installed: on face mould 8 with aperture at the anchor point of multiple matchings above concrete cushion 7
It passes through for subsequent screw rod, form height locating piece 4 is threaded through screw rod and is rotated on screw rod, to adjust form height locating piece
4 screw rod height, make the height in form height locating piece 4 and 7 face of concrete cushion and the pool wall Concrete Thick of the anchor point
Degree matches, and by repeating the above process on each anchor point, makes the form height locating piece 4 of the screw rod on each anchor point
Corresponding height of face mould 8 at this;Then face mould 8 is laid flat to relative to concrete cushion 7 and pierced into every screw rod and make
The bottom of face mould 8 is held on each form height locating piece 4, and face mould 8 just complete by Primary Location.
(3) fixed 8: every screw rod of face mould is screwed down by reinforced bar fastener 5 and bolt to the upper surface of face mould 8, is passed through
Reinforcing member is used in 8 upper surface of face mould, 5 attaching nut 6 of reinforced bar fastener be locked to face mould 8 and reinforcing member, formwork
It completes.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although passing through ginseng
According to the preferred embodiment of the present invention, invention has been described, it should be appreciated by those of ordinary skill in the art that can
To make various changes to it in the form and details, without departing from the present invention defined by the appended claims
Spirit and scope.
Claims (7)
1. a kind of irregular inclined-plane pool wall formwork support member of landscape pond, including screw rod, inserted link, reinforced bar fastener and nut, special
Sign is: the screw rod and inserted link are located on same vertical plane, and the upper end of inserted link and the lower end of screw rod handover position are using hinge
Bar articulated connection, toggle outer end is equipped with the locking member relatively rotated on toggle, to be consolidated inserted link and screw rod by locking member
Determine and be maintained at the angle of needs;Form height locating piece is installed on the screw rod, form height locating piece and wire rod thread connect
It connects, form height locating piece can turn to arbitrary height in screw rod;The reinforced bar fastener and nut are successively threaded through on screw rod simultaneously
Positioned at form height locating piece backwards to inserted link side, reinforced bar fastener is between nut and form height locating piece, the reinforcing bar
For fixing face mould between buckle and form height locating piece.
2. the irregular inclined-plane pool wall formwork support member of landscape pond according to claim 1, it is characterised in that: the inserted link
Lower end be in pintle end.
3. the irregular inclined-plane pool wall formwork support member of landscape pond according to claim 1, it is characterised in that: the template
Altitude location part is annular locating tab, and the inner hole of annular locating tab is machined with the internal screw thread to match with screw rod.
4. a kind of irregular inclined-plane pool wall formwork erecting structure of landscape pond, concrete cushion and face mould including landscape inclined-plane,
Be characterized in that: the face mould fixes peace with formwork support member using the irregular inclined-plane pool wall of landscape pond described in claim 1-3
The concrete cushion on landscape inclined-plane is inserted into hereinafter, when the inserted link is inserted vertically into concrete mats in dress, the lower end of inserted link straight down
Behind layer lower part, toggle is located at concrete cushion upper surface, so that screw rod can be rotated relative to concrete mats level in bevel direction
With adjust screw rod it is vertical with concrete cushion after and fixed by locking member;The bottom surface of the face mould is placed in form height positioning
On part, the reinforced bar fastener and bolt are successively threaded through on screw rod face mould and rotate so that the bottom of face mould and form height position
Part pushes against, and the reinforcing member for preventing the quick-fried mould of face mould is additionally provided between reinforced bar fastener and face mould.
5. the irregular inclined-plane pool wall formwork erecting structure of landscape pond according to claim 4, it is characterised in that: the reinforcing
Part includes spiral and flitch, and flitch is along the oblique direction on face mould inclined-plane and is bonded the placement of face mould upper surface, the screw thread
Reinforcing bar is vertically posted by the upper surface of flitch, and corresponding spiral is clasped and passed through upper by the arc-shaped slot of reinforced bar fastener lower edge
The nut check of side.
6. the irregular inclined-plane pool wall formwork erecting structure of landscape pond according to claim 5, it is characterised in that: the screw thread
The diameter of reinforcing bar is less than 18mm.
7. a kind of irregular inclined-plane pool wall mold method of landscape pond, it is characterised in that: divide following steps:
(1) it positioning and embedded formwork support member: is marked at each height change point in concrete mats level in advance according to construction drawing
Note forms multiple anchor points, and a formwork support member is used at each anchor point, and the formwork support member is appointed for claim 1-3
Coagulation is inserted into the inserted link lower end of formwork support member by the irregular inclined-plane pool wall formwork support member of landscape pond described in one straight down
In soil padding and it is inserted to bottom end in graded broken stone layer and the plain soil layer of pool wall lower part, until the hinge of inserted link and screw rod hinge point
Bar is located at the upper surface of concrete cushion, adjusts screw rod, makes screw rod relative to toggle rotation to adjust screw rod and concrete cushion
The angle of plane is threaded, locking member until adjusting screw rod and the angle of concrete mats level to after vertical on toggle
For nut, prevent it from relatively rotating so that screw rod is locked with inserted link by rotary nut;
(2) it processes and face mould is installed: with aperture at the anchor point of multiple matchings above concrete cushion for subsequent on face mould
Screw rod passes through, and form height locating piece is threaded through screw rod and is rotated on screw rod, to adjust form height locating piece in screw rod
Height, the pool wall concrete thickness of the height and the anchor point that make form height locating piece and concrete mats level matches, leads to
It crosses and is repeated the above process on each anchor point, the form height locating piece of the screw rod on each anchor point is made to be in face at this
The corresponding height of mould;Then face mould is laid flat to relative to concrete cushion and pierced into every screw rod and shelve the bottom of face mould
In on each form height locating piece, face mould just complete by Primary Location;
(3) fixed face mould: every screw rod is screwed down by reinforced bar fastener and bolt to the upper surface of face mould, by face mould
Surface uses reinforcing member, and reinforced bar fastener attaching nut be locked to face mould and reinforcing member, and formwork is completed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910754522.3A CN110424737A (en) | 2019-08-15 | 2019-08-15 | A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910754522.3A CN110424737A (en) | 2019-08-15 | 2019-08-15 | A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110424737A true CN110424737A (en) | 2019-11-08 |
Family
ID=68416545
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910754522.3A Pending CN110424737A (en) | 2019-08-15 | 2019-08-15 | A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110424737A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112878731A (en) * | 2021-03-30 | 2021-06-01 | 河南朴之原建筑肌理研究院有限公司 | Reinforcing protection and repair method for historic earthen site and ancient building city wall |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040082011A (en) * | 2003-06-24 | 2004-09-23 | 서보가설산업 주식회사 | recycling method of wasted FRP |
KR20130122189A (en) * | 2012-04-30 | 2013-11-07 | 김용일 | Supporter for use of concrete forms of slab |
CN203429641U (en) * | 2013-08-15 | 2014-02-12 | 中建三局第一建设工程有限责任公司 | Single-side supporting formwork reinforcing structure system for building construction |
CN204983643U (en) * | 2015-08-04 | 2016-01-20 | 天津市兴业龙祥建设工程有限公司 | Ramp type concrete roof formwork system |
CN205577402U (en) * | 2015-11-04 | 2016-09-14 | 中建三局第二建设工程有限责任公司 | Adjustable arched beam formwork reinforcing apparatus that can used repeatedly |
CN206928654U (en) * | 2017-07-17 | 2018-01-26 | 中冶建工集团有限公司 | The concrete blinding of adjustable-angle |
CN207211714U (en) * | 2017-08-23 | 2018-04-10 | 中国水利水电第十三工程局有限公司 | Protective layer positioning device is controlled on a kind of steel form |
JP2018119313A (en) * | 2017-01-25 | 2018-08-02 | 鋭一 菅野 | Support metal fitting for concrete formwork |
CN109162448A (en) * | 2018-10-17 | 2019-01-08 | 上海建工七建集团有限公司 | A kind of taper pile shuttering location structure and its construction method |
CN210421935U (en) * | 2019-08-15 | 2020-04-28 | 中冶建工集团有限公司 | Supporting formwork component and supporting formwork structure for landscape pool irregular inclined plane pool wall |
-
2019
- 2019-08-15 CN CN201910754522.3A patent/CN110424737A/en active Pending
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040082011A (en) * | 2003-06-24 | 2004-09-23 | 서보가설산업 주식회사 | recycling method of wasted FRP |
KR20130122189A (en) * | 2012-04-30 | 2013-11-07 | 김용일 | Supporter for use of concrete forms of slab |
CN203429641U (en) * | 2013-08-15 | 2014-02-12 | 中建三局第一建设工程有限责任公司 | Single-side supporting formwork reinforcing structure system for building construction |
CN204983643U (en) * | 2015-08-04 | 2016-01-20 | 天津市兴业龙祥建设工程有限公司 | Ramp type concrete roof formwork system |
CN205577402U (en) * | 2015-11-04 | 2016-09-14 | 中建三局第二建设工程有限责任公司 | Adjustable arched beam formwork reinforcing apparatus that can used repeatedly |
JP2018119313A (en) * | 2017-01-25 | 2018-08-02 | 鋭一 菅野 | Support metal fitting for concrete formwork |
CN206928654U (en) * | 2017-07-17 | 2018-01-26 | 中冶建工集团有限公司 | The concrete blinding of adjustable-angle |
CN207211714U (en) * | 2017-08-23 | 2018-04-10 | 中国水利水电第十三工程局有限公司 | Protective layer positioning device is controlled on a kind of steel form |
CN109162448A (en) * | 2018-10-17 | 2019-01-08 | 上海建工七建集团有限公司 | A kind of taper pile shuttering location structure and its construction method |
CN210421935U (en) * | 2019-08-15 | 2020-04-28 | 中冶建工集团有限公司 | Supporting formwork component and supporting formwork structure for landscape pool irregular inclined plane pool wall |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112878731A (en) * | 2021-03-30 | 2021-06-01 | 河南朴之原建筑肌理研究院有限公司 | Reinforcing protection and repair method for historic earthen site and ancient building city wall |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105431595B (en) | Concrete pedestal and the positioner for positioning of the manufacture for the method for the concrete pedestal of wind power tower and for sleeve pipe in concrete pedestal | |
CN204212151U (en) | A kind of spiral ground pile | |
CN110424737A (en) | A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method | |
CN107476588A (en) | A kind of pinpoint beam device of prefabricated components built-in fitting and its application method | |
US5178493A (en) | Counterfort wall | |
CN105452582B (en) | Mould bases for overarm | |
CN109763572B (en) | Device for quickly adjusting embedded verticality of foundation bolt group and operation method of device | |
CN112323846B (en) | Installation construction method of blast furnace hot blast stove foundation annular distribution embedded bolts | |
CN109162448A (en) | A kind of taper pile shuttering location structure and its construction method | |
CN107816136A (en) | A kind of embedded parts positioning device | |
CN105773130B (en) | Blade root bolt embedment frock | |
CN210421935U (en) | Supporting formwork component and supporting formwork structure for landscape pool irregular inclined plane pool wall | |
CN107246145A (en) | Concrete floor slab placement equipment and construction method for preserved pipeline hole | |
CN106869162B (en) | Steam turbine built-in fitting fixes device and method | |
CN108755395B (en) | A kind of spherical bearing installation method | |
CN206245753U (en) | Portable multidirectional reinforced mesh spacing locator | |
CN207469463U (en) | A kind of embedded parts positioning device | |
CN213773441U (en) | Positioning support of blast furnace hot blast stove basis annular distribution embedded bolt | |
CN2366484Y (en) | Adjustable type supporting apparatus structure able to be early dismantlement | |
CN208151850U (en) | A kind of spherical bearing mounting device | |
CN109945019B (en) | Temporary fixing device for foundation bolt with reserved hole and using method of temporary fixing device | |
CN217536680U (en) | Be used for pre-buried positioning tool of bridge beam supports bolt | |
CN107974940B (en) | The method that bridge circular-sectioned pier is socketed rectangular bent cap anchor bar skeleton | |
CN110439273A (en) | A kind of mold and installation method of telescopic production slope monitoring clump pedestal | |
CN216516888U (en) | Device for controlling cross-sectional dimension and positioning of wall column template |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |