CN107513945A - A kind of easily assembled concrete blinding and its assembling method - Google Patents
A kind of easily assembled concrete blinding and its assembling method Download PDFInfo
- Publication number
- CN107513945A CN107513945A CN201710896721.9A CN201710896721A CN107513945A CN 107513945 A CN107513945 A CN 107513945A CN 201710896721 A CN201710896721 A CN 201710896721A CN 107513945 A CN107513945 A CN 107513945A
- Authority
- CN
- China
- Prior art keywords
- structural beams
- panel
- back cord
- assembled concrete
- concrete blinding
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention discloses a kind of easily assembled concrete blinding, including panel, structural beams and back cord, some back cords are parallel to each other laying, some structural beams are vertically fixed on the back cord, the back cord is connected with the structural beams by dismountable first connector, the panel is covered in the structural beams, and the structural beams are connected with the panel by the second connector.Easily assembled concrete blinding provided by the invention is made up of panel, structural beams and back cord, completes the connection between above-mentioned basic structural unit by removable connector, the easy assembled concrete mould harden structure has excellent structural stability and assembling flexibility.
Description
Technical field
The present invention relates to building material field, more particularly to a kind of easily assembled concrete blinding and its assembling method.
Background technology
In the architectural engineering particularly concrete construction of large bridge tower column structure, concrete mould is generally largely used
Plate, these concrete blindings are made with traditional handicraft, are constructed substantially using full wooden model or all steel mould.Generally preferentially use wooden model
Plate, the variously-shaped framework such as tower body, support column, beam is assembled into, then pours into concrete, treats concrete curing shaping
Afterwards, then removed, plank sheathing have be easy to splicing, cost is cheap, the light many spies such as easy for removal and installation of formwork structure
Point.
But template is not only one piece of simple plank, is generally made up of panel and supporting structure, it is necessary to according to not
Same use occasion rationally assembles or splice template.In field of bridge construction, the king-post of bridge is often more huge, whole template
System is also more huge, it is necessary to which the template splicing for having plurality of cells is monolithic concrete template casting system.In addition, with different
The bridge king-post of shape structure is increasing, it is also desirable to the new type formwork be easy to assemble and spliced accordingly is provided, to improve construction effect
Rate, reduce equipment cost.These factors cause correlation engineering personnel to propose more the mechanical property of template and splicing convenience
High request, relying solely on traditional plank sheathing can not possibly meet.
The content of the invention
It is mentioned above to solve the problems, such as based on this, spell the invention provides a kind of easily assembled concrete blinding and easily
Fill the assembling method of concrete blinding.
A kind of easily assembled concrete blinding, including panel, structural beams and back cord, some back cords are parallel to each other cloth
If some structural beams are vertically fixed on the back cord, the back cord and the structural beams connect by dismountable first
Part is connected, and the panel is covered in the structural beams, and the structural beams are connected with the panel by the second connector.
In one of the embodiments, a side end face of the easily assembled concrete blinding is provided with least two suspension hooks,
The suspension hook is connected to the end of any two structural beams and protrudes the edge of the panel.
Further, the suspension hook includes connecting plate and U-shaped steel, and the U-shaped steel both ends are connected on the connecting plate, institute
Connecting plate is stated to be connected in the structural beams.
In one of the embodiments, the one end for the suspension hook being provided with the structural beams is provided with termination flitch, the end
Pollard side is covered on the structural beams end face, and is provided with the termination flitch and is run through for the suspension hook with described in protrusion
The suspension hook groove on panel edges edge.
In one of the embodiments, the every back cord includes two channel-section steels, between being carried on the back with its groove of two channel-section steels
It is oppositely arranged every preset distance, the groove back of the channel-section steel is uniformly provided with some through holes.
In one of the embodiments, the structural beams are made up of I-beam, and the wing plate of the I-beam passes through described
A connection piece is connected on the back cord.
Further, first connector is connection pawl, and the connection pawl includes calvus and pawl seat, and the pawl seat includes
Base and the connecting pole for being fixed on base top, one end of the connecting pole are provided with helicitic texture and matched with helicitic texture
Nut, the base are made up of bending plate, and both ends have the skirtboard towards the middle of the base, and the base passes through the skirtboard
It is articulated on the back cord, the calvus is the L-type bending member for including transverse flap and vertical folded plate, is set in the transverse flap
There is the circular hole to match with the connecting pole, the vertical folded plate is resisted against the side of the base, and the transverse flap compresses
On the wing plate of the I-beam.
In one of the embodiments, second connector is threaded connector.
Further, the threaded connector uses screw；With on the panel of structural beams junction every described
At least two through holes are uniformly provided with, are connected the panel with the structural beams through the through hole by screw.
In one of the embodiments, the panel is formed by some pieces of wood board splicings, the side of some pieces of planks
Along abutting, the both ends edge of some pieces of planks is mutually aligned.
The present invention has also correspondingly provided a kind of easily assembled concrete blinding assembling method, prepares above-mentioned easy assembled coagulation
Clay model plate, the preparation method comprise the following steps：
Some back cords are concordantly alignd, the first spacing of interval is arranged parallel to each other to form back cord array；
Some structural beams of spaced second spacing are vertically set on formation structural beams battle array on the back cord array
Row, and the end face of described structural beams one end protrudes the back cord array outermost back cord preset distance, the structural beams battle array
Arrange outermost structural beams to align with the back cord both ends, the back cord array and the structure beam array are passed through described first
Connector connects；
The panel is covered on the structure beam array, the edge at the edge of the panel and the structure beam array
The structural beams, are connected by alignment by second connector with the panel.
In one of the embodiments, the back cord array is connected with the structure beam array by the first connector
Specific steps include：
Structural beams homonymy in each back cord Yu the structural beams intersection sets first connector.
Further, a side end face of the concrete wood formwork plate is provided with least two suspension hooks, is connected with the suspension hook
Structural beams both sides be respectively provided with the removable connector.
In one of the embodiments, the step that the panel is covered on the structure beam array is specifically included：
The panel is laid on the structure beam array, makes panel edges along the edge pair with the structure beam array
Together；
Through hole is opened up with the structural beams junction on the panel, chamfered is carried out to the hole edge of the through hole；
Screw is hammered into the through hole, to realize the connection of the panel and the structural beams.
Easily assembled concrete blinding provided by the invention is made up of panel, structural beams and back cord, passes through removable connector
The connection between above-mentioned basic structural unit is completed, the easy assembled concrete blinding has excellent structural stability and assembling spirit
Activity.
Brief description of the drawings
Fig. 1 is the structural representation of easy assembled concrete blinding in one embodiment of the invention；
Fig. 2 is back cord and structural beams assembling schematic diagram in one embodiment of the invention；
Fig. 3 is form cage structural representation and Suspension hook structure schematic diagram in one embodiment of the invention；
Fig. 4 is the easy assembled concrete mould plate structure schematic diagram that termination flitch is carried in one embodiment of the invention；
Fig. 5 is the pawl seat structural representation that pawl is connected in one embodiment of the invention；
Fig. 6 is the claw construction schematic diagram that pawl is connected in one embodiment of the invention；
Fig. 7 is easy assembled concrete blinding assembling method flow chart in one embodiment of the invention.
Embodiment
The present invention is further described with exemplary embodiment below in conjunction with the accompanying drawings, identical label wherein in accompanying drawing
All refer to identical part.In addition, if it is known that the detailed description of technology is for showing the invention is characterized in that unnecessary
, then omitted.
As depicted in figs. 1 and 2, easy assembled concrete blinding of the invention, including at least back cord 100, structural beams 200 and face
Plate 300, form cage is first formed by back cord 100 and structural beams 200, wherein being parallel to each other using some back cords 100 lays shape
It is vertically fixed on into the array of back cord 100, then by some structural beams 200 on the array of back cord 100, back cord 100 and structural beams 200 are logical
Dismountable first connector connection is crossed to form form cage, then panel 300 is covered in structural beams 200, structural beams
200 are connected with panel 300 by the second connector.Because such a easily assembled concrete blinding is splicing bridge construction template system
Elementary cell, and bridge construction template system shape and irregular, thus can be according to being actually needed to assembled good easy assembly
Concrete blinding is cut out, or carries out adaptability position adjustment to form cage and the profile of panel 300, for example with length
The short structural beams 200 to differ or back cord 100 are to form the form cage of design size shape needs.It is provided by the invention easily assembled
Concrete blinding is formed with panel 300, structural beams 200 and back cord 100, and panel 300 can use wood based panel, sheet metal, aluminium sheet etc.
Timber beam, Steel material beam etc. can be used Deng, structural beams 200, raw material sources are extensive, and cost can be more cheap, these parts
Between connected by removable connector so that template has excellent structural stability and assembling flexibility simultaneously.
For the ease of the connection between easy assembled concrete blinding or easily assembled concrete blinding and other structures part it
Between connection, increase the fitness of easily assembled concrete blinding and related accessories, in a side end face of easy assembled concrete blinding
At least two suspension hooks 500 are provided with, the suspension hook 500 is connected to the end of any two-strip structure beam 200 and protrudes the side of panel 300
Edge.Suspension hook 500 is arranged in structural beams 200 so that suspension hook 500 is integrally formed with easy assembled concrete blinding, and structure is more firm
Gu.As a preferable scheme, as shown in figure 3, suspension hook 500 includes connecting plate 510 and U-shaped steel 520, wherein U-shaped steel 520
Both ends are connected on connecting plate 510, and connecting plate 510 is connected in structural beams 200.U-shaped steel 520 can be bent using reinforcing bar and
Into the U-shaped steel 520 that this is bent into is welded on steel plate, is being connected to steel plate by way of riveting or threaded connections
In structural beams 200.The not only sound construction, and easily producing of suspension hook 500 of such a structure, is easily installed.
As a preferable scheme, as shown in figure 4, one end that suspension hook 500 is provided with structural beams 200 is provided with termination flitch
600, the termination flitch 600 is covered on the end face of structural beams 200, and on termination flitch 600 be provided with for suspension hook 500 run through with
The groove of suspension hook 500 at the prominent edge of panel 300.If panel 300 has exceeded the length dimension of structural beams 200 it is necessary to as needed
Size increases termination flitch 600 temporarily, and it is overall firm easily at the top of assembled concrete blinding that the termination flitch 600 can play increase
The effect of Concrete contamination template back surface is spent, prevents, structural beams 200 are with panel when what is more important can also prevent from lifting by crane
It is subjected to displacement between 300.
Easily assembled concrete blinding provided by the invention can use existing common structural material, every back cord 100
It is made up of two channel-section steels, two channel-section steels carry on the back arranged opposite, and spaced preset distance with its groove, in the groove back of channel-section steel
Some through holes are uniformly provided with, the through hole can either mitigate the weight of back cord 100, can also provide more flexible tie point position.Can
With by setting sept, such as bolt between the channel-section steel of arranged opposite, the bolt body diameter is more than through-hole diameter, and bolt
The diameter at both ends is then less than or equal to through-hole diameter.The back cord 100 of such a structure is light, but good mechanical properties, reliability
Height, and shape can be finely adjusted, it can adapt to need the occasion of hypotenuse template.Structural beams 200 are made up of I-beam, work
The wing plate of word beam is connected on back cord 100 by the first connector.First connector is using connection pawl 400, such as Fig. 5 and figure
Shown in 6, one of which connection pawl 400 includes pawl seat 410 and calvus 420.Pawl seat 410 includes base 411 and is fixed on base top
The connecting pole 412 in portion, one end of connecting pole 411 are provided with helicitic texture and the nut matched with the helicitic texture, and base 411 can
It is made up, reserved fritter plane among the elongate steel plate, and is bent from centre to both sides, shape of fritter long strip type steel plate bending
Into bevel plates 411 ', and both ends have the skirtboard 411 " towards the middle part of base 411, by skirtboard 411 " and bevel plates 411 ' and
The top surface of base 411 forms hemi-closure space, and the base 411 is articulated on back cord 100 by skirtboard 411 ", or base 411 is logical
The skirtboard 411 " for crossing both sides is connected on back cord 100.Calvus 420 is to include transverse flap 421 and the L-type of vertical folded plate 422 is curved
Folding piece, transverse flap 421 is provided with the circular hole 423 to match with connecting pole 411, for being worn from this connecting pole 411 of circular hole 423
Cross, vertical folded plate 422 is resisted against the side of the base 411, and transverse flap 421 is pressed on the wing plate of I-beam, it is preferred that
Setting protrusive board 421 ' on I-beam one end is compressed in transverse flap 421.Still more preferably, on the both sides of vertical folded plate 422
Along gradually being narrowed from top to bottom to centre, the lower edge width of vertical folded plate is set to be less than the gap of two channel-section steels in back cord, so as to
It is bigger in the scope that calvus adjusts about 420, it can adapt to the I-beam with different-thickness wing plate.Mounted when by base 411
Or be connected on back cord 100, transverse flap 421 is pressed on the wing plate of I-beam when, tighten the spiral shell on connecting pole 411
It is female, you can the connection of back cord 100 and structural beams 200 to be realized, when the form cage for needing to form back cord 100 and structural beams 200
Dismounting, nut is unclamped, thus the installation and removal of the easily assembled concrete blinding are very convenient.
As a preferable scheme, second connector uses threaded connector.Workable threaded connector has
Tapping screw, flooring nail etc..Preferably, threaded connector uses screw, in the panel with every junction of root architecture beam 200
At least two through holes are uniformly provided with 300, are connected panel 300 with structural beams 200 through through hole by screw.
When one piece of easy assembled concrete blinding has larger size, one piece of plank can not meet wanting for a whole panel
Ask, therefore panel 300 is formed by some pieces of wood board splicings, the side edge of these planks abuts, and makes what is be stitched together
The both ends edge of plank is mutually aligned, naturally it is also possible to edge is arranged and alignd according to being actually needed.
The present invention has also correspondingly provided a kind of easily assembled concrete blinding assembling method, as shown in fig. 7, preparing above-mentioned
Easy assembled concrete blinding, the preparation method comprise the following steps：
S100：Some back cords 100 are concordantly alignd, the first spacing of interval is arranged parallel to each other to form the array of back cord 100.
S200：Some structural beams 200 of spaced second spacing are vertically set on the array of back cord 100 and form knot
The array of structure beam 200, and the end face of the one end of the structural beams 200 preset distance of 100 array outermost back cord of prominent back cord 100, and
The outermost structural beams 200 of the array of structural beams 200 are alignd with the both ends of back cord 100, by the array of back cord 100 and the array of structural beams 200
Connected by first connector.The purpose of this step is the template bone for being assembled into back cord 100 and structural beams 200 well
Frame, make form cage structural integrity and try one's best symmetrically, while to set other connectors to provide space.
S300：Panel 300 is covered on the array of structural beams 200, the edge of the panel 300 and the structural beams 200
The structural beams 200, are connected by the edge alignment of array by second connector with the panel 300.This step will reach
To purpose be panel 300 is completely covered form cage, and form cage is placed in the center of panel 300 as far as possible.
As a preferable scheme, the tool that the array of back cord 100 is connected with the array of structural beams 200 by the first connector
Body step includes：The homonymy of structural beams 200 in each back cord 100 Yu the intersection of structural beams 200 sets the first connector.Identical
Side position sets connector conveniently to operate, and because the first connector needed to use is more, being set in homonymy position to make
It is connected firmly, can also realizes that attended operation is faster carried out.In addition, as a preferable scheme, to make in monoblock template
Girder construction is more uniformly stressed, and further to improve the structural stability of template, the first connector can be made to be fixed on template
On the inside of skeleton, and the first connector in form cage in remaining structural beams then interlocks on the length direction of every root architecture beam
Place, for example first the first connector in form cage close to the structural beams at edge is arranged on the left side of the structural beams, edge
Second the first connector that the structural beams length direction is sequentially arranged then is arranged on the right of the structural beams, and so on, hand over
Predetermined quantity is arrived for setting.
As a preferable scheme, a side end face of concrete wood formwork plate is provided with least two suspension hooks 500, and connects
The both sides of structural beams 200 for having suspension hook 500 are respectively provided with removable connector.It is easy because the structural beams 200 are provided with suspension hook 500
The larger component of stress in assembled concrete blinding is, it is necessary to additionally reinforce to ensure stability, therefore using equal in structure both sides
The processing of connector is set.
As a preferable scheme, the step that panel 300 is covered on the array of structural beams 200 is specifically included：
S310：Panel 300 is laid on the array of structural beams 200, makes the side at the edge of panel 300 and the array of structural beams 200
Along alignment.
S320：Through hole is opened up with the junction of structural beams 200 on panel 300, chamfered is carried out to the hole edge of through hole.It is right
Through hole, which carries out chamfered, can conveniently carry out the positioning and installation of screw.
S330：Screw is hammered into through-holes, to realize the connection of panel 300 and structural beams 200.
Preferably, after connection of the panel 300 with structural beams 200 is realized, tamped using atomized ash logical after hammering into screw
Hole, make panel 300 smooth.
Although having been illustrated with some exemplary embodiments of the present invention above, those skilled in the art will manage
Solution, in the case where not departing from the principle or spirit of the present invention, these exemplary embodiments can be made a change, it is of the invention
Scope is limited by claim and its equivalent.
Claims (14)
- A kind of 1. easily assembled concrete blinding, it is characterised in that including panel, structural beams and back cord, some back cord phases Mutual parallel laying, some structural beams are vertically fixed on the back cord, and the back cord and the structural beams pass through dismountable First connector is connected, and the panel is covered in the structural beams, and the structural beams pass through the second connector with the panel Connection.
- 2. easily assembled concrete blinding according to claim 1, it is characterised in that the one of the easily assembled concrete blinding Side end face is provided with least two suspension hooks, and the suspension hook is connected to the end of any two structural beams and protrudes the panel Edge.
- 3. easily assembled concrete blinding according to claim 2, it is characterised in that the suspension hook includes connecting plate and U-shaped Steel, the U-shaped steel both ends are connected on the connecting plate, and the connecting plate is connected in the structural beams.
- 4. the easy assembled concrete blinding according to Claims 2 or 3, it is characterised in that be provided with the structural beams described One end of suspension hook is provided with termination flitch, and the termination flitch is covered on the structural beams end face, and in the termination flitch It is provided with and runs through for the suspension hook with the suspension hook groove on the protrusion panel edges edge.
- 5. easily assembled concrete blinding according to claim 1, it is characterised in that the every back cord includes two grooves Steel, two channel-section steels are oppositely arranged spaced a predetermined distance with its groove back of the body, and the groove back of the channel-section steel is uniformly provided with some lead to Hole.
- 6. easy assembled concrete blinding according to claim 1 or 5, it is characterised in that the structural beams are by I-beam system Into the wing plate of the I-beam is connected on the back cord by first connector.
- 7. easily assembled concrete blinding according to claim 6, it is characterised in that first connector is connection pawl, The connection pawl includes calvus and pawl seat, and the pawl seat includes base and is fixed on the connecting pole of base top, the connecting pole One end be provided with helicitic texture and the nut that is matched with helicitic texture, the base is made up of bending plate, and both ends have Towards the skirtboard of the middle of the base, the base is articulated on the back cord by the skirtboard, and the calvus is to include horizontal folding The L-type bending member of plate and vertical folded plate, the transverse flap are provided with the circular hole to match with the connecting pole, the vertical folding Plate is resisted against the side of the base, and the transverse flap is pressed on the wing plate of the I-beam.
- 8. easily assembled concrete blinding according to claim 1, it is characterised in that second connector is threaded connection Part.
- 9. easily assembled concrete blinding according to claim 8, it is characterised in that the threaded connector uses screw； With being uniformly provided with least two through holes on the panel of structural beams junction every described, the through hole is passed through by screw The panel is connected with the structural beams.
- 10. the easy assembled concrete blinding according to claim 1 or 9, it is characterised in that the panel is by some pieces of planks It is spliced, along abutting, the both ends edge of some pieces of planks is mutually aligned for the side of some pieces of planks.
- 11. a kind of easily assembled concrete blinding assembling method, prepare easy to be assembled mixed as described in claim 1~10 any one Solidifying clay model plate, it is characterised in that the preparation method comprises the following steps：Some back cords are concordantly alignd, the first spacing of interval is arranged parallel to each other to form back cord array；Some structural beams of spaced second spacing are vertically set on formation structure beam array on the back cord array, and And the end face of described structural beams one end protrudes the back cord array outermost back cord preset distance, the structure beam array outermost The structural beams of side are alignd with the back cord both ends, and the back cord array and the structure beam array are passed through into first connector Connection；The panel is covered on the structure beam array, the edge pair at the edge of the panel and the structure beam array Together, the structural beams are connected with the panel by second connector.
- 12. easily assembled concrete blinding preparation method according to claim 11, it is characterised in that by the back cord array The specific steps connected with the structure beam array by the first connector include：Structural beams homonymy in each back cord Yu the structural beams intersection sets first connector.
- 13. easily assembled concrete blinding preparation method according to claim 12, it is characterised in that the concrete wood formwork One side end face of plate is provided with least two suspension hooks, and the structural beams both sides for being connected with the suspension hook are respectively provided with described be detachably connected Part.
- 14. easily assembled concrete blinding preparation method according to claim 11, it is characterised in that cover the panel Step on the structure beam array specifically includes：The panel is laid on the structure beam array, panel edges edge is alignd with the edge of the structure beam array；Through hole is opened up with the structural beams junction on the panel, chamfered is carried out to the hole edge of the through hole；Screw is hammered into the through hole, to realize the connection of the panel and the structural beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710896721.9A CN107513945A (en) | 2017-09-28 | 2017-09-28 | A kind of easily assembled concrete blinding and its assembling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710896721.9A CN107513945A (en) | 2017-09-28 | 2017-09-28 | A kind of easily assembled concrete blinding and its assembling method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107513945A true CN107513945A (en) | 2017-12-26 |
Family
ID=60726674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710896721.9A Pending CN107513945A (en) | 2017-09-28 | 2017-09-28 | A kind of easily assembled concrete blinding and its assembling method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107513945A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812012A (en) * | 2019-03-25 | 2019-05-28 | 何其佳 | A kind of template and its architecture system |
| CN109972837A (en) * | 2019-02-15 | 2019-07-05 | 浙江中益建材科技有限公司 | A kind of wooden frame template and its application method |
| CN110778112A (en) * | 2019-07-30 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Connecting seat for fixing stand column template |
| CN110778113A (en) * | 2019-07-30 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Disassembly-free template connecting piece |
| CN112144400A (en) * | 2020-06-10 | 2020-12-29 | 吕振利 | Highway bridge and culvert supporting structure for bridge engineering |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11280253A (en) * | 1998-03-30 | 1999-10-12 | Toyo Constr Co Ltd | Precast concrete form and manufacture of precast concrete |
| CN201826519U (en) * | 2010-07-27 | 2011-05-11 | 南京道广建筑模板有限公司 | Building template |
| CN104278632A (en) * | 2013-07-09 | 2015-01-14 | 宏润建设集团股份有限公司 | Bridge main tower creeping formwork and manufacturing method thereof |
| CN105862590A (en) * | 2016-04-14 | 2016-08-17 | 中交第三航务工程局有限公司 | Splicing method for curved single-tower double-cable-plane frameworks for cable-stayed bridge main tower |
| CN207295490U (en) * | 2017-09-28 | 2018-05-01 | 中交路桥华南工程有限公司 | A kind of easily assembled concrete blinding |
-
2017
- 2017-09-28 CN CN201710896721.9A patent/CN107513945A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11280253A (en) * | 1998-03-30 | 1999-10-12 | Toyo Constr Co Ltd | Precast concrete form and manufacture of precast concrete |
| CN201826519U (en) * | 2010-07-27 | 2011-05-11 | 南京道广建筑模板有限公司 | Building template |
| CN104278632A (en) * | 2013-07-09 | 2015-01-14 | 宏润建设集团股份有限公司 | Bridge main tower creeping formwork and manufacturing method thereof |
| CN105862590A (en) * | 2016-04-14 | 2016-08-17 | 中交第三航务工程局有限公司 | Splicing method for curved single-tower double-cable-plane frameworks for cable-stayed bridge main tower |
| CN207295490U (en) * | 2017-09-28 | 2018-05-01 | 中交路桥华南工程有限公司 | A kind of easily assembled concrete blinding |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972837A (en) * | 2019-02-15 | 2019-07-05 | 浙江中益建材科技有限公司 | A kind of wooden frame template and its application method |
| CN109812012A (en) * | 2019-03-25 | 2019-05-28 | 何其佳 | A kind of template and its architecture system |
| CN109812012B (en) * | 2019-03-25 | 2023-11-14 | 何其佳 | Template and architecture system thereof |
| CN110778112A (en) * | 2019-07-30 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Connecting seat for fixing stand column template |
| CN110778113A (en) * | 2019-07-30 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Disassembly-free template connecting piece |
| CN110778113B (en) * | 2019-07-30 | 2021-12-24 | 绍兴市城投建筑工业化制造有限公司 | Disassembly-free template connecting piece |
| CN110778112B (en) * | 2019-07-30 | 2021-12-31 | 绍兴市城投建筑工业化制造有限公司 | Connecting seat for fixing stand column template |
| CN112144400A (en) * | 2020-06-10 | 2020-12-29 | 吕振利 | Highway bridge and culvert supporting structure for bridge engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107513945A (en) | A kind of easily assembled concrete blinding and its assembling method | |
| CN104264895A (en) | Prestressed concrete F slab and frame structure system | |
| CN207295490U (en) | A kind of easily assembled concrete blinding | |
| CN206487087U (en) | A kind of scissor stairs of sectional | |
| CN110565875A (en) | hoisting construction method for assembled long-span wooden beam string structure | |
| CN108708481A (en) | Constructional column exempts from formwork construction method | |
| CN106337361A (en) | Separated fiber reinforced plastic (FRP)-concrete-steel composite girder bridge structure and construction method thereof | |
| CN102888957A (en) | Prefabricated light slab stair | |
| CN112832368A (en) | Quick construction process for cantilever beam at ultrahigh position | |
| CN111395754B (en) | Method for implementing formwork supporting system | |
| CN104863296A (en) | Integrally modular steel bar truss floor plate and construction method thereof | |
| CN104005556A (en) | Shaped and fabricated formwork construction process used for shear wall at expansion and contraction joint | |
| CN109457814A (en) | Towering and major diameter building top cover construction method based on Bailey bracket structure | |
| CN209620330U (en) | A kind of non-dismantling formwork concrete shear wall structure building | |
| CN113737987A (en) | Prefabricated high-strength fiber cement formwork superposed shear wall | |
| CN206569938U (en) | Roofing crane rood beam underframe | |
| CN102433986B (en) | Multifunctional section-variable formwork | |
| CN209686866U (en) | A kind of building frame structure square column circumference button formwork | |
| CN110499857A (en) | A kind of precast concrete superimposed sheet vertically goes out the installation method of muscle and readjustment | |
| CN202831440U (en) | Precast light plate type stair | |
| CN109372255A (en) | A kind of cast-in-place steep gradient space song roofing template system and its construction method | |
| CN211569857U (en) | Concrete block brickwork component prefabricated construction hoist device | |
| CN210439668U (en) | Corrugated steel combined template and corrugated steel-concrete combined member | |
| CN209308417U (en) | A kind of quick production and for building half prefabricated system automatically docked | |
| CN209082687U (en) | A kind of connection structure of right angle building wall board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wen Dongchang Inventor after: Gao Shiqiang Inventor after: Xiao Xiangrong Inventor after: Li Youqing Inventor after: Liu Huaigang Inventor after: Zhang Huichang Inventor after: Yang Jie Inventor before: Liu Huaigang Inventor before: Gao Shiqiang Inventor before: Xiao Xiangrong Inventor before: Wen Dongchang Inventor before: Li Youqing Inventor before: Zhang Huichang Inventor before: Yang Jie |
|
| CB03 | Change of inventor or designer information |