CN104608235B - Fixing assembly and construction method for manufacturing concrete prefabricated part through fixing assemblies - Google Patents
Fixing assembly and construction method for manufacturing concrete prefabricated part through fixing assemblies Download PDFInfo
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- CN104608235B CN104608235B CN201510049717.XA CN201510049717A CN104608235B CN 104608235 B CN104608235 B CN 104608235B CN 201510049717 A CN201510049717 A CN 201510049717A CN 104608235 B CN104608235 B CN 104608235B
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- Prior art keywords
- linking arm
- template
- head
- snap close
- close piece
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a fixing assembly. The fixing assembly comprises a locking belt and a buckling piece. The locking belt comprises a supporting head and a connection arm connected to the supporting head. The buckling piece can be connected into the connection arm in a sleeved mode. The buckling piece can be selectively locked and positioned on the connection arm in the length direction of the connection arm. The connection arm penetrates through a formwork. A sheet panel material is attached to and abuts against the formwork. The buckling piece is sleeved with and connected into the connection arm so that the sheet panel material and the formwork can be clamped and fixed between the supporting head and the buckling piece. Thus, the sheet panel material is fixed to the formwork used for manufacturing a concrete prefabricated part through the locking belts and the buckling pieces of the fixing assembles, the sheet panel material is prevented from falling in the manufacturing process of the concrete prefabricated part, the requirement for the skill of operators is lowered, the sheet panel material laying flatness is ensured, and the laying quality of the sheet panel material is then ensured; the construction efficiency of the concrete prefabricated part manufacturing is improved, the construction cost is greatly reduced, and pollution to the environment is reduced. The invention further discloses a construction method for manufacturing the concrete prefabricated part through the fixing assemblies.
Description
Technical field
The present invention relates to construction engineering technical field, more particularly to a kind of fixation kit and concrete prefabricated using its making
The construction method of part.
Background technology
At present, the method for the lamellar plate such as paving ceramics is mostly to carry out building wall using the method for manual monolithic patch ceramics
Body or ground paving ceramics, specific operation sequence is：One layer of cement mortar is applied on the wall, it is surface is floating then right with batch grey knife
Directrix bar is attached to ceramics on metope, finally compacting smoothing.This manual manipulation method exists following not enough：On the one hand, in paving
There is no the utensil of special fixed ceramics during patch ceramics, cause ceramics extremely easily to come off during paving, and to operation
Person's technical requirements are high, and the flatness of paving ceramics is difficult to control, it is impossible to ensure the paving quality of ceramics；On the other hand, construction effect
Rate is low, and cement mortar wastes serious, needs to expend substantial amounts of manpower and materials, and building cost is high, also pollutes environment.
Therefore, be badly in need of wanting a kind of fixation kit and the construction method of precast concrete is made overcoming above-mentioned depositing using which
Problem.
The content of the invention
One purpose of the present invention is to provide a kind of fixation kit, and lamellar plate can be fixed on making by the fixation kit
In the template of precast concrete, to prevent lamellar plate during making precast concrete from coming off, so as to reduce to behaviour
The technical requirements of author, and ensure the paving quality of lamellar plate；And improve make precast concrete efficiency of construction,
And reduce building cost and reduce environmental pollution.
Another object of the present invention is to provide a kind of construction method for making precast concrete, the making concrete is pre-
Lamellar plate is fixed in the template for making precast concrete, to prevent by the construction method of product by using fixation kit
During making precast concrete, lamellar plate comes off, and so as to reduce the technical requirements to operator, and ensures lamellar plate
The paving quality of material；And the efficiency of construction for making precast concrete is improve, and reduce building cost and reduce environment dirt
Dye.
To realize above-mentioned purpose, the invention provides a kind of fixation kit, it is adaptable to which lamellar plate is fixed on making
In the template of precast concrete, wherein, the fixation kit includes locking belt and snap close piece, and the locking belt includes conflict head
And the linking arm for contradicting head is connected to, the snap close piece can cover the access linking arm, and the snap close piece is along the company
The length direction for connecing arm is optionally locked and is positioned at the linking arm；The linking arm runs through the template, the lamellar
Plate is posted by the template, and the snap close piece set is accessed the linking arm and the lamellar plate is fastened with the template clamp
Due between the conflict head and the snap close piece.
It is preferred that the linking arm with along the linking arm length direction arrangement positioning tooth, the positioning tooth permit
Perhaps described snap close piece is moved towards the close direction for contradicting head in the linking arm, and the positioning tooth stops the snap close piece
In the linking arm towards away from the direction movement for contradicting head.
It is preferred that the snap close piece offers the through hole placed for the linking arm, the side wall of the through hole protrudes out to be formed
There is a fastening tooth, the fastening tooth can be fastened and is positioned at described in adjacent two between positioning tooth；The positioning tooth can be towards near described
The inclination and/or the fastening tooth that the direction of conflict head is resilient can be towards the inclination that be resilient away from the direction for contradicting head；
The positioning tooth first avoidance side wall for contradicting head with the first stop side wall towards the conflict head and dorsad, it is described
First stops side wall perpendicular to the length direction of the linking arm or towards inclining near the direction for contradicting head, and described first keeps away
Side wall is allowed towards near the direction inclination for contradicting head；It is described fasten tooth have dorsad it is described contradict head second stop side wall and
Towards the second avoidance side wall for contradicting head, described second stops side wall perpendicular to the length direction of the linking arm or towards remote
Incline from the direction for contradicting head, described second avoids side wall inclines towards the direction away from the conflict head, the fastening tooth
When fastening is positioned at described in adjacent two between positioning tooth, the second stop side wall contacts at the positioning tooth described in adjacent two
Between described first stop side wall, the second avoidance side wall contact at this described in adjacent two between positioning tooth described the
One avoids side wall.
It is preferred that the external screw thread that the linking arm is arranged with the length direction along the linking arm, the snap close piece opens
It is provided with the through hole placed for the linking arm, the interior spiral shell of the side wall with the length direction setting along the linking arm of the through hole
Stricture of vagina, the female thread are cooperated with the external screw thread and are connected.
It is preferred that described contradict the side that head contacts at the template, the lamellar plate is posted by the another of the template
Side, the snap close piece set are accessed the linking arm and contact at the lamellar plate；The snap close piece is towards the conflict head
Side protruded outward at least one isolation projection, the isolation projection is isolated and positions lamellar plate described in adjacent two.
It is preferred that the lamellar plate is posted by the side of the template, the conflict head contacts at the lamellar plate,
The snap close piece set accesses the linking arm and contacts at the opposite side of the template；The conflict head are to the snap close piece
Side has protruded outward at least one isolation projection, and the isolation projection is isolated and positions lamellar plate described in adjacent two.
Compared with prior art, as the locking belt of the fixation kit of the present invention includes conflict head and is connected to described
The linking arm of head is contradicted, the snap close piece can cover the access linking arm, and the snap close piece is along the length side of the linking arm
To being optionally positioned at the linking arm；The linking arm runs through the template, and the lamellar plate is posted by institute
Template is stated, and the snap close piece set accesses the linking arm and makes the lamellar plate conflict is tightly fixed on the template clamp
Between head and the snap close piece.So as to realize locking belt and the snap close piece of the fixation kit by using the present invention by lamellar plate
It is fixed on and makes in the template of precast concrete, to prevent lamellar plate during making precast concrete from coming off, from
And the technical requirements to operator are reduced, and the flatness of paving lamellar plate can be ensured, and then ensure the paving of lamellar plate
Patch quality；And the efficiency of construction for making precast concrete is improve, and substantial amounts of manpower and materials can be saved so that building
Cost is substantially reduced and reduces the pollution to environment.
In order to realize another object of the present invention, the construction method of the making precast concrete of the present invention, including it is as follows
Step：(1) template is made according to design size；(2) lamellar plate is fixed with snap close piece by the locking belt of fixation kit and is arranged
Cloth is in the template；(3) some fence boards are connected to into the template according to design size, to surround jointly a preset shape
The molding cavity of size, the lamellar plate and contacts at the snap close piece or the conflict head of the lamellar plate and is respectively positioned on
In the molding cavity；(4) concrete is injected into the molding cavity；(5) treat that the concrete is coagulated in the molding cavity
Gu, by the conflict head or linking arm excision of the locking belt outside the molding cavity, you can separate the template and described
Fence board；And the linking arm of the locking belt is placed Partial Resection in hole and remaining because being placed through by (6), final molding goes out
Precast concrete with the lamellar plate.
It is preferred that the linking arm with along the linking arm length direction arrangement positioning tooth, the positioning tooth permit
Perhaps described snap close piece is moved towards the close direction for contradicting head in the linking arm, and the positioning tooth stops the snap close piece
In the linking arm towards away from the direction movement for contradicting head.
It is preferred that the snap close piece offers the through hole placed for the linking arm, the side wall of the through hole protrudes out to be formed
There is a fastening tooth, the fastening tooth can be fastened and is positioned at described in adjacent two between positioning tooth；The positioning tooth can be towards near described
The inclination and/or the fastening tooth that the direction of conflict head is resilient can be towards the inclination that be resilient away from the direction for contradicting head；
The positioning tooth first avoidance side wall for contradicting head with the first stop side wall towards the conflict head and dorsad, it is described
First stops side wall perpendicular to the length direction of the linking arm or towards inclining near the direction for contradicting head, and described first keeps away
Side wall is allowed towards near the direction inclination for contradicting head；It is described fasten tooth have dorsad it is described contradict head second stop side wall and
Towards the second avoidance side wall for contradicting head, described second stops side wall perpendicular to the length direction of the linking arm or towards remote
Incline from the direction for contradicting head, described second avoids side wall inclines towards the direction away from the conflict head, the fastening tooth
When fastening is positioned at described in adjacent two between positioning tooth, the second stop side wall contacts at the positioning tooth described in adjacent two
Between described first stop side wall, the second avoidance side wall contact at this described in adjacent two between positioning tooth described the
One avoids side wall.
It is preferred that the external screw thread that the linking arm is arranged with the length direction along the linking arm, the snap close piece opens
It is provided with the through hole placed for the linking arm, the interior spiral shell of the side wall with the length direction setting along the linking arm of the through hole
Stricture of vagina, the female thread are cooperated with the external screw thread and are connected.
It is preferred that the step (2) specifically includes：(21) open up in template according to the size of the lamellar plate and supply institute
That states that the linking arm of locking belt places places hole, and the hole position that places is in the edge of the lamellar plate；(22) by the lock
The linking arm of taut band places hole through described, and the lamellar plate is posted by the template, then snap close piece set is accessed institute
State the linking arm of locking belt, and operate the snap close piece and the locking belt contradict a movement close to each other, until described
Contradict one of head and the snap close piece closely press on template away from the lamellar plate side and the snap close piece and
The other of described conflict head closely presses on lamellar plate, by the lamellar sheet material clamping fixed arrangement in the template
On.
It is preferred that the step (21) specifically includes：(211) draw in the template according to the size of the lamellar plate
Lines, and the lines and the mutual para-position one by one of the edge of the lamellar plate；(212) institute is opened up in the intersection of the lines
State and place hole.
It is preferred that described contradict the side that head contacts at the template, the lamellar plate is posted by the another of the template
Side, the snap close piece contact at lamellar plate, and the snap close piece has protruded outward at least one towards the side for contradicting head
Individual isolation projection；The lamellar plate is arranged in the template in spaced, described in adjacent two between lamellar plate
Interval trough is formed with, the isolation projection is sticked in the interval trough.
It is preferred that the lamellar plate is posted by the side of the template, the conflict head contacts at the lamellar plate,
The snap close piece contacts at the opposite side of the template, and the conflict head have been protruded outward at least to the side of the snap close piece
One isolation projection；The lamellar plate is arranged in the template in spaced, lamellar plate described in adjacent two it
Between be formed with interval trough, the isolation projection is sticked in the interval trough.
Compared with prior art, as the construction method of the making precast concrete of the present invention is by using fixed group
Lamellar plate is fixed on snap close piece and is made in the template of precast concrete by the locking belt of part, to prevent making concrete pre-
During product, lamellar plate comes off, and so as to reduce the technical requirements to operator, and can ensure paving lamellar plate
Flatness, and then ensure the paving quality of lamellar plate；And the efficiency of construction for making precast concrete is improve, and can
Save substantial amounts of manpower and materials so that building cost is substantially reduced and reduces the pollution to environment.
Description of the drawings
Combination schematic perspective views of the Fig. 1 for the fixation kit of first embodiment of the invention.
Full sectional views of the Fig. 2 for the fixation kit of first embodiment of the invention.
Dimensional structure diagrams of the Fig. 3 for the snap close piece of the fixation kit of first embodiment of the invention.
Fig. 4 is the broken section that lamellar plate is fixed positioned in template by the fixation kit of first embodiment of the invention
Figure.
Flow charts of the Fig. 5 for the construction method of the making precast concrete of first embodiment of the invention.
Fig. 6 is the top view after combining with fence board when the template of first embodiment of the invention is placed in the horizontal direction.
Fig. 7 is that the top view of lamellar plate is fixed with by the fixation kit of first embodiment of the invention in Fig. 6.
Fig. 8 is the partial sectional view that the logical perpendicular cuttings of Fig. 7 are obtained.
Fig. 9 is the template of the precast concrete that first embodiment of the invention molding one side has lamellar plate along vertically side
The full sectional view that lamellar plate mono- horizontal plane cuttings of Jing are obtained is fixed with after combining with fence board when placing.
Partial enlarged drawings of the Figure 10 for Fig. 9.
Figure 11 is vertical for the template edge of the two-sided precast concrete with lamellar plate of first embodiment of the invention molding
Direction is fixed with the partial sectional view that lamellar plate mono- horizontal plane cuttings of Jing are obtained after combining with fence board when placing.
Figure 12 is fixed after the template of the precast concrete of first embodiment of the invention molding annular is combined with fence board
There is the full sectional view that lamellar plate mono- horizontal plane cuttings of Jing are obtained.
Dimensional structure diagrams of the Figure 13 for the snap close piece of another embodiment of the present invention.
Figure 14 is fixed with lamellar plate planar structure schematic diagram for the template of another embodiment of the present invention.
Combination schematic perspective views of the Figure 15 for the fixation kit of third embodiment of the invention.
Full sectional views of the Figure 16 for the fixation kit of third embodiment of the invention.
Dimensional structure diagrams of the Figure 17 for the snap close piece of the fixation kit of third embodiment of the invention.
Specific embodiment
In order to describe in detail the present invention technology contents, structural features, below in conjunction with embodiment and coordinate accompanying drawing make into
One step explanation.
Fig. 1 to Fig. 3 is referred to, the fixation kit 200 of first embodiment of the invention, the fixation kit of the present embodiment is illustrated
200 include locking belt 20 and snap close piece 30, and locking belt 20 includes conflict 21 and is connected to the linking arm 22 of conflict 21, lock
Part 30 can cover access linking arm 22, and snap close piece 30 is optionally locked along the length direction of linking arm 22 and is positioned at linking arm
22.Wherein, as shown in figure 4, the fixation kit 200 of the present embodiment is suitable for being fixed on making coagulation by the lamellar such as ceramics plate 40
In the template 50 (template 50 is high precision template, but is not limited thereto) of native prefabricated component (not shown), i.e. linking arm
22 run through template 50, and lamellar plate 40 is posted by template 50, and 30 sets of snap close piece accesses linking arm 22 and makes lamellar plate 40 and mould
Plate 50 is fixedly clamped in conflict between 21 and snap close piece 30, so as to lamellar plate 40 is fixedly clamped in template 50.So as to reality
Lamellar plate 40 is fixed on snap close piece 30 by making coagulation by using the locking belt 20 of the fixation kit 200 of the present embodiment now
In the template 50 of native prefabricated component, to prevent lamellar plate 40 during making precast concrete from coming off, so as to reduce to behaviour
The technical requirements of author, and the flatness of paving lamellar plate 40 can be ensured, and then ensure the paving quality of lamellar plate 40；
And the efficiency of construction for making precast concrete is improve, and substantial amounts of manpower and materials can be saved so that building cost is big
Reduce greatly and reduce the pollution to environment.Specifically, in the present embodiment, linking arm 22 is with the length direction along linking arm 22
The positioning tooth 221 of arrangement, positioning tooth 221 allow snap close piece 30 in linking arm 22 towards the direction movement near conflict 21, and determine
Position tooth 221 stops that snap close piece 30 is moved towards the direction away from conflict 21 in linking arm 22, so that snap close piece 30 only can
Towards the direction movement near conflict 21, and cannot be towards the direction movement away from conflict 21, to play locking positioning lock fastener
30 purpose.More specifically, as follows：
Wherein, snap close piece 30 offers the through hole 31 placed for linking arm 22, and the side wall of through hole 31 is protruded out and is formed with fastening
Tooth 32, fastening tooth 32 can be fastened and be positioned between two adjacent positioning tooths 221；Positioning tooth 221 can be towards near the side of conflict 21
To the inclination being resilient, and fasten the inclination that tooth 32 can be resilient towards the direction away from conflict 21.So as to positioning tooth 221 with
Fasten under the cooperation of tooth 32, realize that positioning tooth 221 allows snap close piece 30 in linking arm 22 towards the direction movement near conflict 21,
And positioning tooth 221 stops snap close piece 30 in linking arm 22 towards the direction movement away from conflict 21.Certainly, in other embodiments
In, it is also possible to only make positioning tooth 221 towards the inclination that be resilient near the direction for contradicting 21, or can only make the fastening tooth 32 can be towards remote
From the inclination that the direction of conflict 21 is resilient, can equally realize that positioning tooth 221 allows snap close piece 30 in linking arm 22
Towards the direction movement near conflict 21, and positioning tooth 221 stops snap close piece 30 in linking arm 22 towards the side away from conflict 21
To movement, will not be described here.
Specifically, in the present embodiment, positioning tooth 221 is with towards the first stop side wall 221a for contradicting 21 and dorsad
First avoidance side wall 221b of conflict 21, the first stop side wall 221a are supported perpendicular to the length direction of linking arm 22 or towards close
The direction of contact 21 inclines, and first avoids side wall 221b towards the direction inclination near conflict 21.Accordingly, fasten tooth 32 to have
Dorsad the second of conflict 21 stops side wall 321 and the second avoidance side wall 322 towards conflict 21, and second stops side wall 321
Incline perpendicular to the length direction of linking arm 22 or towards the direction away from conflict 21, second avoids side wall 322 towards away from conflict
21 direction inclines, so as to, fasten tooth 32 fasten be positioned between two adjacent positioning tooths 221 when, second stops side wall
321 contact at the first stop side wall 221a between the two adjacent positioning tooths 221, and the second avoidance side wall 322 contacts at the phase
The first avoidance side wall 221b between two adjacent positioning tooths 221, realizes fastening tooth 32 between two neighboring positioning tooth 221
Locking positioning, it is simple and reasonable.
Compared with the superior, in the present embodiment, linking arm 22 is distributed with along the opposite sides of the length direction of linking arm 22 to be determined
Position tooth 221, and the two lateral walls of through hole 31 are protruded out and are formed with fastening tooth 32, so that snap close piece 30 is on linking arm 22
Locking positioning it is more firm stable, but be not limited thereto, in other embodiments, can be with according to actual use demand
And flexible regioselective tooth 221 and the layout structure for fastening tooth 32, for example, in other embodiments, linking arm 22 is only along even
The one side for connecing the length direction of arm 22 is distributed with positioning tooth 221, and the corresponding only unilateral side wall of through hole 31 protrudes out to be formed
There is fastening tooth 32；Or linking arm 22 is distributed with positioning tooth 221 in four sides of the length direction along linking arm 22, and through hole 31 pairs
That what is answered has four side walls to protrude out to be formed with fastening tooth 32, but be not limited thereto, will not be described here.
Furthermore, in the present embodiment, conflict 21 contacts at the side of template 50, and lamellar plate 40 is posted by template 50
Opposite side, 30 sets of snap close piece access linking arm 22 and contact at lamellar plate 40 lamellar plate 40 is fixedly clamped in template
50.Accordingly, snap close piece 30 has protruded outward at least one isolation projection 33 towards the side for contradicting 21, isolation projection 33 every
From and position two adjacent lamellar plates 40.So that positioning can be kept apart and be realized to lamellar plate 40 in template 50,
Structure is more reasonable.Specifically, in the present embodiment, snap close piece 30 has protruded outward four isolation towards the side of conflict 21
Projection 33, and four isolation projections 33 be evenly distributed around through hole 31 so that the two neighboring isolation on snap close piece 30
Projection 33 can block the corner parts of lamellar plate 40, firm lamellar plate 40 is fixed positioned in template 50 to stablize
On, structure is more solid and reliable.Certainly, the particular number of the isolation projection 33 having on snap close piece 30 is not limited thereto, also
Can flexibly be selected according to actual use demand, for example, in another embodiment shown in Figure 13, snap close piece 30 is towards supporting
The side of contact 21 has protruded outward three isolation projections 33, and two of which isolation projection 33 is distributed in through hole 31 in symmetrical
Both sides simultaneously isolate projection 33 with remaining one and are mutually perpendicular to, and are tied with adapting to other layouts of lamellar plate 40 in template 50
Structure, is not limited certainly, be will not be described here.
Fig. 5 to Fig. 8 is referred to, wherein, Fig. 5 is that the present invention uses corresponding to the fixation kit 200 of first embodiment the
The flow chart of the construction method 100 of the making precast concrete of one embodiment, the making precast concrete of the present embodiment
Construction method 100 comprises the steps：(11) template 50 is made according to design size；(12) are performed again according to lamellar plate 40
Size draws lines 52 in template 50, and the edge mutually para-position one by one of lines 52 and lamellar plate 40；(13) in lines 52
Intersection to open up and place hole 51 for what the linking arm 22 of locking belt 20 was placed, so as to realize according to the size of lamellar plate 40 in mould
Open up on plate 50 and place hole 51 for what the linking arm 22 of locking belt 20 was placed, and place hole 51 positioned at the edge of lamellar plate 40 it
Structure；Then (14) are performed the linking arm 22 of locking belt 20 are placed into hole 51, and lamellar plate 40 is posted by into template 50,
Again by the linking arm 22 of 30 sets of access locking belts 20 of snap close piece, and pushing tow snap close piece 30 is towards the conflict 21 near locking belt 20
Direction is moved, until conflict 21 closely presses on template 50 and closely presses on away from the side of lamellar plate 40 and snap close piece 30
Lamellar plate 40, lamellar plate 40 is fixedly clamped and is arranged in template 50, so as to realize the locking by fixation kit 200
Band 20 and snap close piece 30 are by 40 fixed arrangement of lamellar plate in template 50；Then (15) are performed if according to design size by girth
Breast board 60 is connected to template 50, to surround jointly the molding cavity 70 of a preset shape size, and lamellar plate 40 and contacts at
The snap close piece 30 of lamellar plate 40 is respectively positioned in molding cavity 70；(16) are performed again, and concrete (not shown) is injected into into die cavity
Body 70；Then (17) are performed and treats that concrete is solidified in molding cavity 70, by the locking belt 20 outside molding cavity 70
Contradict 21 excision, you can separate template 50 and fence board 60；(18) are performed finally by the linking arm 22 of locking belt 20 because placing
In Partial Resection in hole 51 and remaining is placed, final molding goes out the precast concrete with lamellar plate 40.Due to implementing
The construction method 100 of the making precast concrete of example is will with snap close piece 30 by using the locking belt 20 of fixation kit 200
Lamellar plate 40 be fixed on make precast concrete template 50 on, with prevent make precast concrete during lamellar
Plate 40 comes off, and so as to reduce the technical requirements to operator, and can ensure the flatness of paving lamellar plate 40, Jin Erbao
The paving quality of barrier lamellar plate 40；And the efficiency of construction for making precast concrete is improve, and can save substantial amounts of
Manpower and materials so that building cost is substantially reduced and reduces the pollution to environment.
Fig. 6 and Fig. 7 is referred to, lamellar plate 40 is arranged in template 50 in spaced, adjacent two lamellars plate
Interval trough 53 is formed between 40, isolation projection 33 is sticked in interval trough 53.Specifically, in the present embodiment, lamellar plate 40
Along orthogonal X-axis with Y-axis in the uniform arrangement alignd one by one, so that four adjacent lamellar plates 40 is adjacent
The interval trough 53 of corner office is collectively forming out cross groove (not marking in figure), and through hole 31 is centrally located at cross
Projection 33 is corresponding respectively is sticked in form the arbitrary of cross groove for four on the infall of groove, and snap close piece 30 isolation
Interval trough 53, is capable of achieving isolation and stationary positioned to a piece of lamellar plate 40, and one so as to pass through four fixation kits 200
Individual fixation kit 200 can be used for a piece of, two panels or four lamellar plates 40, rational in infrastructure compact and more simple.And
And, in step (12), drawn lines 52 are located in interval trough 53, so as to the arrangement of lamellar plate 40 is being fixed in template 50
When, placement can be directed at by referring to lines 52, the alignment of lamellar plate 40 is more convenient, structure is more reasonable simple.Certainly,
The layout structure that lamellar plate 40 is arranged in template 50 is not limited thereto, in other embodiments, can be with according to reality
Use demand and flexible design.For example, in another embodiment shown in Figure 14, lamellar plate 40 is along orthogonal X-axis
With Y-axis arrangement layout structure be：Lamellar plate 40 is in the uniform arrangement alignd one by one in X-axis, and is then in staggeredly in Y-axis
Arrangement, so that the interval trough 53 of the neighboring edge of three adjacent lamellar plates 40 and corner office is collectively forming out T
Font groove (is not marked in figure), and through hole 31 is centrally located at the infall of T-shaped groove, and in this embodiment, is to make
Three isolation projections lamellar plate 40 being fixed with the snap close piece 30 shown in Figure 13 on positioning, i.e. snap close piece 30
33 it is corresponding respectively be sticked in the arbitrary interval trough 53 to form T-shaped groove, so as to pass through four, five or six fixation kits
200 are capable of achieving isolation and stationary positioned to a piece of lamellar plate 40, and a fixation kit 200 can be for a piece of, two panels
It is or three lamellar plates 40 are used, rational in infrastructure compact and more simple, but be not limited with this embodiment, will not be described here.
Wherein, Fig. 6 to Fig. 8 show template 50 and places in the horizontal direction to make and has the mixed mud of lamellar plate 40 prefabricated
The mode of part, i.e. template 50 are placed in the horizontal direction, and fence board 60 is vertically placed and is connected at the four of template 50
Week surrounding molding cavity 70, and, the upper end of fence board 60 crosses the inlet of a surface for being located at template 50 (in figure jointly
Do not mark), you can concrete is injected into molding cavity 70 come formation of concrete prefabricated component by the inlet.
Furthermore, Fig. 9 to Figure 12 show template 50 and vertically places to make has the mixed mud of lamellar plate 40 pre-
The mode of product, i.e. template 50 are vertically placed, and fence board 60 is placed and connected in the horizontal direction and vertically
Located at template 50 surrounding and template 50 right opposite to surround molding cavity 70, now, inlet by template 50 upper end with
The upper end of fence board 60 crosses to be formed jointly, you can concrete is injected into molding cavity 70 come molding coagulation by the inlet
Native prefabricated component.Wherein, Fig. 9 and Figure 10 show the precast concrete that molding one side has lamellar plate 40, i.e. template 50
Right opposite is fence board 60.Meanwhile, Figure 11 show the two-sided precast concrete with lamellar plate 40 of molding, i.e. template 50
Right opposite be also template 50, and two 50 equal stationary distributions of template have lamellar plate 40.Certainly, in other embodiments, also
The precast concrete that multiaspect has lamellar plate 40 can be designed and produced according to actual use demand, can be according to figure
Example shown in 10 and Figure 11 will not be described here carrying out extending design.Furthermore, Figure 12 show molding annular with piece
The precast concrete of shape plate 40, and the annular precast concrete in quadrilateral structure, i.e. fence board 60 around being located at
It is built-in, and template 50 is surrounded located at outside, to form the molding cavity 70 of an annular, and inlet is also in a ring, certainly, at which
In its embodiment, it is also possible to select template 50 built-in around being located at, and the correspondence of fence board 60 is no longer gone to live in the household of one's in-laws on getting married around outside, here is located at
State.And, in other embodiments, example that can be according to Figure 12 is carrying out the ring of other polygonized structures of extending design
Shape precast concrete, will not be described here.
Certainly, relative to the fixation kit 200 of first embodiment of the invention, in the fixation kit of second embodiment of the invention
In, it is also possible to lamellar plate 40 is contacted at by conflict 21 lamellar plate 40 is fixedly clamped on masterplate 50, be i.e. this reality
Apply differing only in for the fixation kit of example and the fixation kit 200 of first embodiment：Lamellar plate 40 is posted by template 50
Side, conflict 21 contact at lamellar plate 40, and 30 sets of snap close piece accesses linking arms 22 and contacts at the opposite side of template 50, together
Sample can realize lamellar plate 40 is fixedly clamped in template 50.Accordingly, isolate projection then by conflict 21 towards snap close piece
30 side protrudes outward and is formed, and can equally realize isolating and position two adjacent lamellar plates 40 by isolating projection,
Enable lamellar plate 40 to keep apart and realize positioning in template 50, will not be described here.In addition to the differences mentioned above, other
Structure is identical with the fixation kit 200 of first embodiment, will not be described here.
Accordingly, the present invention uses the making concrete of the second embodiment corresponding to the fixation kit of second embodiment pre-
In the construction method of product, with differing only in for the construction method 100 of the making precast concrete of first embodiment：Step
(14) specifically it is changed into：The linking arm 22 of locking belt 20 is placed into hole 51, and lamellar plate 40 is posted by into template 50, then will
The linking arm 22 of 30 sets of access locking belts 20 of snap close piece, and pushing tow snap close piece 30 is towards the direction of the conflict 21 near locking belt 20
It is mobile, until snap close piece 30 closely presses on template 50 and closely presses on lamellar away from the side of lamellar plate 40 and conflict 21
Plate 40, lamellar plate 40 is fixedly clamped and is arranged in template 50, can equally realize the locking belt by fixation kit
20 with snap close piece 30 by 40 fixed arrangement of lamellar plate in template 50.Step (15) is specifically changed into：If will according to design size
Girth breast board 60 is connected to template 50, to surround jointly the molding cavity 70 of a preset shape size, and lamellar plate 40 and supports
Touch and be respectively positioned in molding cavity 70 in the conflict of lamellar plate 40 21.Step (17) is specifically changed into：Treat concrete in molding cavity
Solidification in 70, the linking arm 22 of the locking belt 20 outside molding cavity 70 is cut off, you can separate template 50 and fence board
60.In addition to the differences mentioned above, other steps are identical with the construction method 100 of the making precast concrete of first embodiment,
Will not be described here.
Figure 15 to Figure 17 is referred to, the fixation kit 200` of third embodiment of the invention, the fixation of the present embodiment is illustrated
Component 200` is differed only in the fixation kit 200 of first embodiment：The fixation kit 200` of the present embodiment is by spiral shell
The structure that stricture of vagina coordinates is positioned at linking arm 22 realizing that snap close piece 30 is optionally locked along the length direction of linking arm 22,
With the positioning tooth 221 in the fixation kit 200 of replacement first embodiment and the structure for fastening the cooperation of tooth 32.Specifically, in this reality
Apply in example, the external screw thread 222 that linking arm 22 is arranged with the length direction along linking arm 22, snap close piece 30 are offered and supply linking arm
The female thread 34 that the side wall of the 22 through hole 31` for placing, through hole 31` is arranged with the length direction along linking arm 22, female thread 34
Cooperate with external screw thread 222 and be connected, then rotated against with snap close piece 30 by operating linking arm 22, you can make snap close piece 30 and
Conflict 21 movement close to each other of locking belt 20, until conflict 21 closely presses on template 50 away from lamellar plate 40
Side and snap close piece 20 closely press on lamellar plate 40, lamellar plate 40 is fixedly clamped and is arranged in template 50.
Compared with the superior, in the present embodiment, 22 periphery of linking arm is each formed with external screw thread along the length direction of linking arm 22
222, and the side wall of through hole 31 is also each formed with female thread 34, so that locking of the snap close piece 30 on linking arm 22 is positioned more
For firm stable, but it is not limited thereto, in other embodiments, can be outer flexibly to be selected according to actual use demand
The layout structure of screw thread 222 and female thread 34, for example, in other embodiments, linking arm 22 is only in the length along linking arm 22
The one side in direction is distributed with external screw thread 222, and the corresponding only unilateral side wall of through hole 31 is formed with female thread 34；Or linking arm
22 are distributed with external screw thread 222 along the opposite sides of the length direction of linking arm 22, and the two lateral walls of through hole 31 are corresponded to
Formation have female thread 34, but be not limited thereto, will not be described here.
In addition to the differences mentioned above, other structures are identical with the fixation kit 200 of first embodiment, will not be described here.
Accordingly, the present invention uses the making coagulation of the 3rd embodiment corresponding to the fixation kit 200` of 3rd embodiment
In the construction method of native prefabricated component, with differing only in for the construction method 100 of the making precast concrete of first embodiment：
Step (14) is specifically changed into：The linking arm 22 of locking belt 20 is placed into hole 51, and lamellar plate 40 is posted by into template 50,
Again by the linking arm 22 of 30 sets of snap close piece access locking belts 20, and rotate and 21 are contradicted so that snap close piece 30 and locking belt 20 are supported
The movement close to each other of contact 21, until conflict 21 closely presses on template 50 away from the side of lamellar plate 40 and snap close piece
30 closely press on lamellar plate 40, lamellar plate 40 is fixedly clamped and is arranged in template 50, can equally realize passing through
The locking belt 20 of fixation kit 200` and snap close piece 30 are by 40 fixed arrangement of lamellar plate in template 50.Except above-mentioned difference
Outward, other steps are identical with the construction method 100 of the making precast concrete of first embodiment, will not be described here.
Certainly, relative to the fixation kit 200` of third embodiment of the invention, at fixed group of fourth embodiment of the invention
In part, it is also possible to contact at lamellar plate 40 by conflict 21 and lamellar plate 40 is fixedly clamped on masterplate 50, i.e., originally
The fixation kit of embodiment is differed only in the fixation kit 200`'s of 3rd embodiment：Lamellar plate 40 is posted by template 50
Side, contradict 21 and contact at lamellar plate 40,30 sets access linking arms 22 of snap close piece simultaneously contact at the opposite side of template 50,
Can equally realize lamellar plate 40 is fixedly clamped in template 50.Accordingly, isolate projection then by conflict 21 towards lock
The side of part 30 protrudes outward and is formed, and can equally realize isolating and positioning two adjacent lamellar plates by isolating projection
40 so that positioning can be kept apart and be realized to lamellar plate 40 in template 50, will not be described here.In addition to the differences mentioned above,
Other structures are identical with the fixation kit 200` of 3rd embodiment, will not be described here.
Accordingly, the present invention uses the making concrete of the fourth embodiment corresponding to the fixation kit of fourth embodiment pre-
In the construction method of product, with differing only in for the construction method of the making precast concrete of 3rd embodiment：Step
(14) specifically it is changed into：The linking arm 22 of locking belt 20 is placed into hole 51, and lamellar plate 40 is posted by into template 50, then will
The linking arm 22 of 30 sets of access locking belts 20 of snap close piece, and rotation lock fastener 30 is so that the conflict head of snap close piece 30 and locking belt 20
21 movements close to each other, closely press on template 50 up to snap close piece 30 tight away from the side of lamellar plate 40 and conflict 21
It is close to press on lamellar plate 40, lamellar plate 40 is fixedly clamped and is arranged in template 50, equally can be realized by fixation
The locking belt 20 of component and snap close piece 30 are by 40 fixed arrangement of lamellar plate in template 50.Step (15) is specifically changed into：According to
Some fence boards 60 are connected to template 50 by design size, to surround jointly the molding cavity 70 of a preset shape size, and piece
Shape plate 40 and contact at lamellar plate 40 and contradict 21 and be respectively positioned in molding cavity 70.Step (17) is specifically changed into：Treat coagulation
Soil is solidified in molding cavity 70, the linking arm 22 of the locking belt 20 outside molding cavity 70 is cut off, you can separate mould
Plate 50 and fence board 60.In addition to the differences mentioned above, construction of other steps with the making precast concrete of 3rd embodiment
Method is identical, will not be described here.
Above disclosed is only presently preferred embodiments of the present invention, and the right of the present invention can not be limited certainly with this
Scope, therefore the equivalent variations made according to the claims in the present invention, still fall within the scope covered by the present invention.
Claims (14)
1. a kind of fixation kit, it is adaptable to lamellar plate is fixed in the template for making precast concrete, it is characterised in that
The fixation kit includes locking belt and snap close piece, and the locking belt is comprising conflict head and is connected to the connection for contradicting head
Arm, the snap close piece can cover the access linking arm, and the snap close piece along the linking arm length direction optionally
It is positioned at the linking arm；The linking arm runs through the template, and the lamellar plate is posted by the template, the lock
Fastener set accesses the linking arm and makes the lamellar plate be tightly fixed on the conflict head and the lock with the template clamp
Between part.
2. fixation kit as claimed in claim 1, it is characterised in that the linking arm is with along the length side of the linking arm
To the positioning tooth of arrangement, the positioning tooth allows the snap close piece in the linking arm towards near the direction shifting for contradicting head
It is dynamic, and the positioning tooth stops the snap close piece in the linking arm towards away from the direction movement for contradicting head.
3. fixation kit as claimed in claim 2, it is characterised in that the snap close piece offers what is placed for the linking arm
Through hole, the side wall of the through hole are protruded out and are formed with fastening tooth, and the fastening tooth can be fastened and be positioned at positioning tooth described in adjacent two
Between；The inclination and/or the fastening tooth that the positioning tooth can be resilient towards the close direction for contradicting head can be towards away from institute
State the inclination for contradicting that the direction of head is resilient；The positioning tooth is with towards the first stop side wall for contradicting head and dorsad institute
The the first avoidance side wall for contradicting head is stated, described first stops side wall perpendicular to the length direction of the linking arm or towards near described
The direction for contradicting head inclines, and described first avoids side wall inclines towards the close direction for contradicting head；The fastening tooth has the back of the body
To the second stop side wall for contradicting head and towards the second avoidance side wall for contradicting head, described second stops that side wall is vertical
In the length direction of the linking arm or towards inclining away from the direction for contradicting head, described second avoids side wall towards away from described
The direction for contradicting head inclines, and the fastening tooth is fastened when being positioned at described in adjacent two between positioning tooth, and described second stops side
Wall contacts at the first stop side wall described in adjacent two between positioning tooth, and the second avoidance side wall contacts at the phase
The first avoidance side wall described in adjacent two between positioning tooth.
4. fixation kit as claimed in claim 1, it is characterised in that the linking arm is with along the length side of the linking arm
To the external screw thread for arranging, the snap close piece offers the through hole placed for the linking arm, and the side wall of the through hole is with along institute
The female thread that the length direction of linking arm is arranged is stated, the female thread is cooperated with the external screw thread and is connected.
5. the fixation kit as described in claim 1 or 2 or 4, it is characterised in that the conflict head contacts at the one of the template
Side, the lamellar plate are posted by the opposite side of the template, and the snap close piece set accesses the linking arm and contacts at described
Lamellar plate；The snap close piece has protruded outward at least one isolation projection towards the side for contradicting head, and the isolation is convex
Block is isolated and positions lamellar plate described in adjacent two.
6. the fixation kit as described in claim 1 or 2 or 4, it is characterised in that the lamellar plate is posted by the template
Side, the conflict head contact at the lamellar plate, and the snap close piece set accesses the linking arm and contacts at the template
Opposite side；The conflict head have protruded outward at least one isolation projection to the side of the snap close piece, and the isolation is convex
Block is isolated and positions lamellar plate described in adjacent two.
7. a kind of usage right requires the construction method of the making precast concrete of fixation kit described in 1, it is characterised in that bag
Include following steps：
(1) template is made according to design size；
(2) by the locking belt of fixation kit and snap close piece by lamellar plate fixed arrangement in the template；
(3) some fence boards are connected to into the template according to design size, to surround jointly the molding of a preset shape size
Cavity, the lamellar plate and contacts at the snap close piece or the conflict head of the lamellar plate and is respectively positioned on the forming cavity
In vivo；
(4) concrete is injected into the molding cavity；
(5) treat that the concrete is solidified in the molding cavity, by the conflict of the locking belt outside the molding cavity
Head or linking arm excision, you can separate the template and the fence board；And
(6) linking arm of the locking belt is placed into Partial Resection in hole and remaining because being placed through, final molding is provided
State the precast concrete of lamellar plate.
8. the construction method of precast concrete is made as claimed in claim 7, it is characterised in that the linking arm has edge
The positioning tooth of the length direction arrangement of the linking arm, the positioning tooth allow the snap close piece in the linking arm towards near institute
The direction movement for contradicting head is stated, and the positioning tooth stops the snap close piece in the linking arm towards away from the side for contradicting head
To movement.
9. the construction method of precast concrete is made as claimed in claim 8, it is characterised in that the snap close piece is offered
For the through hole that the linking arm is placed, the side wall of the through hole is protruded out and is formed with fastening tooth, and the fastening tooth can be fastened and is positioned at
Described in adjacent two between positioning tooth；The positioning tooth can be towards the inclination and/or institute being resilient near the direction for contradicting head
State the inclination for fastening that tooth can be resilient towards the direction away from the conflict head；The positioning tooth contradicts the of head with towards described
One stop side wall and the dorsad first avoidance side wall for contradicting head, described first stops length of the side wall perpendicular to the linking arm
Spend direction or towards inclining near the direction for contradicting head, the first avoidance side wall inclines towards the close direction for contradicting head
Tiltedly；The tooth that fastens has the dorsad second stop side wall for contradicting head and towards the second avoidance side wall for contradicting head,
Described second stops side wall perpendicular to the length direction of the linking arm or towards inclining away from the direction for contradicting head, described the
Two avoid side walls towards away from it is described contradict head direction incline, it is described fastening tooth fasten be positioned at positioning tooth described in adjacent two it
Between when, the second stop side wall contacts at this described in adjacent two and described first stops side wall between positioning tooth, described the
Two avoidance side walls contact at the first avoidance side wall described in adjacent two between positioning tooth.
10. the construction method of precast concrete is made as claimed in claim 7, it is characterised in that the linking arm has
Along the external screw thread that the length direction of the linking arm is arranged, the snap close piece offers the through hole placed for the linking arm, institute
The female thread that the side wall of through hole is arranged with the length direction along the linking arm is stated, the female thread is mutual with the external screw thread
It is connected.
The construction method of the 11. making precast concretes as described in claim 7 or 8 or 10, it is characterised in that the step
(2) specifically include：
(21) open up in template according to the size of the lamellar plate hole is placed for what the linking arm of the locking belt was placed, and
The hole position that places is in the edge of the lamellar plate；
(22) linking arm of the locking belt is placed into hole through described, and the lamellar plate is posted by into the template, then
Snap close piece is covered the linking arm for accessing the locking belt, and operates the snap close piece close to each other with the conflict of the locking belt
Movement, until it is described contradict one of head and the snap close piece closely press on template away from the lamellar plate side
And the other of the snap close piece and the conflict head closely press on lamellar plate, and the lamellar sheet material clamping is fixed
It is arranged in the template.
12. construction methods for making precast concrete as claimed in claim 11, it is characterised in that step (21) tool
Body includes：
(211) draw lines in the template according to the size of the lamellar plate, and the lines and the lamellar plate
Edge mutually para-position one by one；
(212) hole is placed described in opening up in the intersection of the lines.
The construction method of the 13. making precast concretes as described in claim 7 or 8 or 10, it is characterised in that the conflict
Head contacts at the side of the template, and the lamellar plate is posted by the opposite side of the template, and the snap close piece contacts at piece
Shape plate, the snap close piece have protruded outward at least one isolation projection towards the side for contradicting head；The lamellar plate
It is arranged in the template in spaced, described in adjacent two, between lamellar plate, is formed with interval trough, the isolation is convex
Block is sticked in the interval trough.
The construction method of the 14. making precast concretes as described in claim 7 or 8 or 10, it is characterised in that the lamellar
Plate is posted by the side of the template, and the conflict head contacts at the lamellar plate, and the snap close piece contacts at the mould
The opposite side of plate, the conflict head have protruded outward at least one isolation projection to the side of the snap close piece；The lamellar
Plate is arranged in the template in spaced, is formed with interval trough described in adjacent two between lamellar plate, it is described every
The interval trough is sticked in from projection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510049717.XA CN104608235B (en) | 2015-01-30 | 2015-01-30 | Fixing assembly and construction method for manufacturing concrete prefabricated part through fixing assemblies |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510049717.XA CN104608235B (en) | 2015-01-30 | 2015-01-30 | Fixing assembly and construction method for manufacturing concrete prefabricated part through fixing assemblies |
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| CN104608235A CN104608235A (en) | 2015-05-13 |
| CN104608235B true CN104608235B (en) | 2017-05-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510049717.XA Active CN104608235B (en) | 2015-01-30 | 2015-01-30 | Fixing assembly and construction method for manufacturing concrete prefabricated part through fixing assemblies |
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| CN112967249B (en) * | 2021-03-03 | 2023-04-07 | 南京工业大学 | Intelligent identification method for manufacturing errors of prefabricated pier reinforcing steel bar holes based on deep learning |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1036920A (en) * | 1988-04-12 | 1989-11-08 | 不二业株式会社 | Form the method for ceramic tile concrete structure |
| CN101680234A (en) * | 2007-04-02 | 2010-03-24 | Cfs混凝土模板系统公司 | Methods and apparatus for providing linings on concrete structures |
| CN101146972B (en) * | 2005-02-22 | 2011-05-04 | 达芬奇意大利/美国集团有限责任公司 | Device for laying and leveling tile |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES1080054Y (en) * | 2013-04-30 | 2013-10-25 | Torrents Res S L | LEVELING AND ALIGNMENT DEVICE OF SURFACE COATING PARTS |
-
2015
- 2015-01-30 CN CN201510049717.XA patent/CN104608235B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1036920A (en) * | 1988-04-12 | 1989-11-08 | 不二业株式会社 | Form the method for ceramic tile concrete structure |
| CN101146972B (en) * | 2005-02-22 | 2011-05-04 | 达芬奇意大利/美国集团有限责任公司 | Device for laying and leveling tile |
| CN101680234A (en) * | 2007-04-02 | 2010-03-24 | Cfs混凝土模板系统公司 | Methods and apparatus for providing linings on concrete structures |
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