CN109025263A - A kind of construction form and shoring early-dismantling device - Google Patents
A kind of construction form and shoring early-dismantling device Download PDFInfo
- Publication number
- CN109025263A CN109025263A CN201810977189.8A CN201810977189A CN109025263A CN 109025263 A CN109025263 A CN 109025263A CN 201810977189 A CN201810977189 A CN 201810977189A CN 109025263 A CN109025263 A CN 109025263A
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- switching port
- support tube
- early
- dismantling device
- screw rod
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- 238000010276 construction Methods 0.000 title claims abstract description 43
- 239000011324 bead Substances 0.000 claims abstract description 14
- 230000014759 maintenance of location Effects 0.000 claims abstract description 14
- 230000001105 regulatory effect Effects 0.000 claims description 12
- 238000010586 diagram Methods 0.000 description 7
- 238000009415 formwork Methods 0.000 description 4
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000237858 Gastropoda Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
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- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of construction form and shoring early-dismantling device, matching piece includes cooperating head and cooperation cylinder, and cooperating head is connected to cooperation cylinder top, and adjusting screw rod passes through cooperating head and cooperation cylinder and matching piece is socketed；Supporting element includes support tube, and support tube and adjusting screw rod are screwed on by screw thread, and the internal diameter of support tube is more than or equal to the outer diameter of cooperation cylinder, and support tube periphery is formed with retention bead；Switching body interior side is formed with the first switching port, switching body interior other side is formed with the second switching port, first switching port and the second switching port connection, internal diameter of the internal diameter of first switching port less than the second switching port, the internal diameter of first switching port is greater than the outer diameter of adjusting screw rod, for switch piece by the first switching port configuration in the adjoiner for cooperating cylinder and support tube, switch piece is set in the periphery of support tube by the second switching port.The present invention can disassemble cross bar when not dismantling device for erecting pole, improve the efficiency of building template construction.
Description
Technical field
The present invention relates to a kind of building element, more particularly to a kind of construction form and shoring early-dismantling device,.
Background technique
Building template is a kind of temporary supporting structure, makes by design requirement, makes concrete structure, component by defined
Position, geometric dimension forming, keep its correct position, and bear the external loads of building template self weight and effect on it.It is existing
Some form bracing systems mostly use greatly mode of the rod piece formula steel pipe in conjunction with fastener, and using such formwork system, there are following two
A problem: on the one hand when supporting the structures such as floor girder and secondary beam, upright bar can not form lateral connection with other upright bars, can only
Cross bar is connected between upright bar using traditional steel tube fastener mode, then places the flitch of support shuttering on cross bar.Such mode
Not only wasting manpower and material resources, but also there are biggish security risks.On the other hand, some formwork systems are socketed adjustable screw rod in upright bar
With jacking, top plate for placing template flitch, the nut of adjustable screw rod is connected only by the form of pipe face contact with casing, is led
It causes casing and nut contact surface freedom degree larger, under certain lateral stressed situation, may cause the flitch on casing and hasp
It is subjected to displacement, or even influences the degree of stability of screw rod jacking, top plate.
Applicant has developed a kind of socket joint type key slot type construction form and shoring early-dismantling device, including adjusting screw rod, early dismantling head thus
With socket joint pedestal, the adjusting screw rod peripheral hardware external screw thread is mounted on rod end；The early dismantling head includes bracket and bracket, institute
Bracket is stated in hollow cylindrical, axial centre, which runs through, is equipped with internal screw thread compatible with adjusting screw rod external screw thread, the bracket
Top connects the bracket of hollow cylindrical, and the bracket is coaxial with bracket and internal diameter is equal, and the bracket outer diameter is less than outside bracket
Diameter；The socket joint pedestal is in hollow cylindrical, and internal diameter is adapted with bracket outer diameter, and bracket can be inserted among socket joint pedestal, institute
The cone-shaped nib that is circumferentially with of socket joint pedestal is stated, the shape of the cone-shaped nib is up-narrow and down-wide, inner narrow outer width.The technical solution
Have enough intensity, rigidity and a stability, guarantee construction smoothly and safety, be convenient to mount and dismount, performance is stable, it is safe and reliable, can
It is repeatedly used in turn, reduces amortization charge.The technical solution patent applied for.
Applicant has also developed a kind of building template thus and early tears adjustable pin-lift arrangement open, the top including being located at screw tip
Pallet block, set is equipped with adjustable nut on the screw rod, is equipped with and is socketed on screw rod between the jacking plate and adjustable nut
Can sliding sleeve pipe, it is described can sliding sleeve pipe two sides be equipped with the attachment device of connection cross bar, it is described can sliding sleeve pipe lower part carry out it is appropriate
Draw processing so that can the lower part of sliding sleeve pipe can be socketed with adjustable nut.It must be waited compared to traditional form bracing system
Template, support frame dismounting work could be implemented by pouring after object solidifies completely, the present invention reaches initial set after the completion of building pours
Afterwards, cross bar, flitch, template can be removed, realizes and early tears Quick Release open.The technical solution also patent applied for.
Both the above technical solution can realize that the morning of building template tears open, and under the background of above-mentioned research and development, applicant grinds again
A kind of technology book scheme that solution building template is early torn open is sent out.
Summary of the invention
It is an object of that present invention to provide a kind of construction form and shoring early-dismantling devices, can be when not dismantling device for erecting pole, will
Cross bar disassembles, can position of the flexible modulation early-dismantling device on adjusting screw, realize template, bracket, flitch morning tear open, save
About formwork cost.
The technical scheme to solve the above technical problems is that a kind of construction form and shoring early-dismantling device, the early dismounting
It sets including adjusting screw rod, adjusting screw rod top is connected with jacking, and the early-dismantling device further includes matching piece, supporting element and switching
Part；The matching piece includes cooperating head and cooperation cylinder, and cooperating head is connected to the cooperation cylinder top, and adjusting screw rod passes through described match
Syncephalon and cooperation cylinder and matching piece are socketed；The supporting element includes that support tube, support tube and the adjusting screw rod are revolved by screw thread
It connects, the internal diameter of support tube is more than or equal to the outer diameter of the cooperation cylinder, and support tube periphery is formed with retention bead；The switch piece packet
Switching ontology is included, switching body interior side is formed with the first switching port, and switching body interior other side is formed with second
Switch port, the first switching port and the second switching port connection, the internal diameter of the first switching port is less than the second switching port
Internal diameter, the internal diameter of the first switching port are greater than the outer diameter of the adjusting screw rod, and switch piece is by the first switching port configuration in institute
The adjoiner of cooperation cylinder and support tube is stated, switch piece is set in the periphery of the support tube by the second switching port.
A kind of construction form and shoring early-dismantling device as described above, the jacking lower part are formed with the mouth that is screwed on, and jacking is by being screwed on
Mouth is screwed in the top of the adjusting screw rod.Jacking realizes the top braces effect of early-dismantling device, and jacking itself belongs to this field
The prior art that technical staff is known.
A kind of construction form and shoring early-dismantling device as described above, the cooperating head outside are formed with grafting convex block, grafting convex block
Up-narrow and down-wide, grafting number of slugs is 4, and 4 grafting convex blocks are in cross distribution.It can connect by grafting convex block existing
Cross bar realizes that the group of cross bar and cooperating head connects.
A kind of construction form and shoring early-dismantling device as described above, the outer diameter of the cooperation cylinder are greater than the first switching port
Internal diameter, cooperation cylinder are shelved on the top of switch piece by the first switching port.When using the first switching port side, due to cooperation
Cylinder outer diameter be greater than first switching port internal diameter, cooperation cylinder can not pass through first switching port, thus make entire matching piece without
It is fallen under method inside the support tube of supporting element.
A kind of construction form and shoring early-dismantling device as described above, the outer diameter of the support tube are greater than the first switching port
Internal diameter, the first switching passage port are formed with step body, and switch piece is shelved on the top of the support tube by the step body.By
It is greater than the internal diameter of the first switching port in the outer diameter of support tube, switch piece can not slide from the periphery of support tube, to make to support
Cylinder is supported switch piece by step body.
The internal diameter of a kind of construction form and shoring early-dismantling device as described above, the second switching port is greater than the support tube
Outer diameter, the internal diameter of the second switching port are less than the outer diameter of the retention bead, and switch piece is shelved on institute by the second switching port
State the top of retention bead.Since the internal diameter of the second switching port is greater than the outer diameter of support tube, when the second switching of use port side
When, switch piece slides from the periphery of support tube, and matching piece loses the support of switch piece at this time, and since the internal diameter of support tube is greater than
Equal to the outer diameter of cooperation cylinder, to cooperate cylinder to be able to enter in support tube, then since the internal diameter of the second switching port is less than limit
The outer diameter of position protrusion, switch piece can be laid in the top of retention bead.
A kind of construction form and shoring early-dismantling device as described above, the supporting element bottom is connected with adjustment portion, the adjustment portion
The first adjustment barrel including being connected to supporting element bottom, the first adjustment barrel outside are connected with the first release handle.It is adjusted by first
Handle can be such that supporting element rotates, so as to change upper and lower position of the supporting element on adjusting screw rod.
A kind of construction form and shoring early-dismantling device as described above is socketed with regulating part, the regulating part on the adjusting screw rod
Including the second adjustment barrel, regulating part is screwed on by the second adjustment barrel with adjusting screw rod, is connected with the second tune on the outside of the second adjustment barrel
Save handle.It can be realized the upper and lower position adjustment of adjusting screw rod, by regulating part so as to adjust the height of jacking position.
A kind of construction form and shoring early-dismantling device as described above, second adjustment barrel lower end is formed with socket.Pass through set
Interface, which can according to need, carries out existing upright bar installation.
The beneficial effects of the present invention are: matching piece is equipped with cooperating head and cooperation cylinder, cooperating head is connected to cooperation cylinder top, adjusts
It saves screw rod and passes through cooperating head and cooperation cylinder and matching piece socket；Supporting element is equipped with support tube, and support tube and adjusting screw rod pass through spiral shell
Line is screwed on, and the internal diameter of support tube is more than or equal to the outer diameter of cooperation cylinder, and support tube periphery is formed with retention bead；Switch piece includes cutting
Ontology is changed, switching body interior side is formed with the first switching port, and switching body interior other side is formed with the second switching
Port, the first switching port and the second switching port connection, the internal diameter of the first switching port switch the internal diameter of port less than second,
The internal diameter of first switching port is greater than the outer diameter of adjusting screw rod, and switch piece is by the first switching port configuration in cooperation cylinder and support
The adjoiner of cylinder, switch piece are set in the periphery of support tube by the second switching port.The present invention can not dismantle upright bar dress
In the case of setting, cross bar is disassembled, template, bracket, wood are realized in position of the energy flexible modulation early-dismantling device on adjusting screw
The morning of side tears open, saves formwork cost, significantly improves the efficiency of building template construction, and the morning for solving building template tears open, Quick Release is asked
Topic.Compared with existing same device, the present invention saves time and expense, and small investment is adaptable.
Detailed description of the invention
Fig. 1 is construction form and shoring early-dismantling device decomposition texture schematic diagram；
Fig. 2 is that construction form and shoring early-dismantling device adjusting screw rod assembles the structural schematic diagram after regulating part；
Fig. 3 is that construction form and shoring early-dismantling device adjusting screw rod assembles the structural schematic diagram after supporting element；
Fig. 4 is that construction form and shoring early-dismantling device adjusting screw rod assembles the structural schematic diagram after switch piece；
Fig. 5 is that construction form and shoring early-dismantling device adjusting screw rod assembles the structural schematic diagram after matching piece；
Fig. 6 is that construction form and shoring early-dismantling device adjusting screw rod assembles the structural schematic diagram after jacking；
Fig. 7 is the structural schematic diagram after the switching of construction form and shoring early-dismantling device adjusting screw rod switch piece.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing to the present invention
Specific embodiment be described in detail.Many details are explained in the following description in order to fully understand this hair
It is bright.But the invention can be embodied in many other ways as described herein, those skilled in the art can be not
Similar improvement is done in the case where violating intension of the present invention, therefore the present invention is not limited by the specific embodiments disclosed below.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention
The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6 and Fig. 7, a kind of construction form and shoring early-dismantling device, the early-dismantling device
Including adjusting screw rod 1, jacking 2 is connected at the top of adjusting screw rod 1, the early-dismantling device further includes matching piece 3, supporting element 4 and cuts
Change part 5；The matching piece 3 includes cooperating head 6 and cooperation cylinder 7, and cooperating head 6 is connected to 7 top of cooperation cylinder, adjusting screw rod 1
It is socketed across the cooperating head 6 and cooperation cylinder 7 and matching piece 3；The supporting element 4 includes support tube 8, support tube 8 and the tune
Section screw rod 1 is screwed on by screw thread, and the internal diameter of support tube 8 is more than or equal to the outer diameter of the cooperation cylinder 7, and 8 periphery of support tube is formed with
Retention bead 9；The switch piece 5 includes switching ontology 10, and switching 10 interior side of ontology is formed with the first switching port 11, cuts
It changing 10 inside other side of ontology and is formed with the second switching port 12, the first switching port 11 is connected to the second switching port 12,
The internal diameter of first switching port 11 is less than the internal diameter of the second switching port 12, and the internal diameter of the first switching port 11 is greater than the adjusting
The outer diameter of screw rod 1, adjoiner of the switch piece 5 by the first switching port 11 configuration in the cooperation cylinder 7 and support tube 8, switching
Part 5 is set in the periphery of the support tube 8 by the second switching port 12.
Referring to Fig. 1, in one embodiment of construction form and shoring early-dismantling device, 2 lower part of jacking is formed with the mouth 13 that is screwed on, top
Support 2 is screwed in the top of the adjusting screw rod 1 by the mouth 13 that is screwed on.Jacking 2 realizes the top braces effect of early-dismantling device, jacking
2 belong to the prior art known to those skilled in the art known in itself.
Referring to Fig. 1 and Fig. 6, in one embodiment of construction form and shoring early-dismantling device, grafting is formed on the outside of the cooperating head 6
Convex block 14, grafting convex block 14 is up-narrow and down-wide, and 14 quantity of grafting convex block is 4, and 4 grafting convex blocks 14 are in cross distribution.Pass through
Grafting convex block 14 can connect existing cross bar, realize that cross bar and the group of cooperating head 6 connect.
Referring to Fig. 1 and Fig. 5, in one embodiment of construction form and shoring early-dismantling device, the outer diameter of the cooperation cylinder 7 is greater than described
The internal diameter of first switching port 11, cooperation cylinder 7 are shelved on the top of switch piece 5 by the first switching port 11.When use first
When switching 11 side of port, since the outer diameter of cooperation cylinder 7 is greater than the internal diameter of the first switching port 11, cooperation cylinder 7 can not pass through first
Switch port 11, to make entire matching piece 3 that can not fall on down inside the support tube 8 of supporting element 4.
Referring to Fig. 1, in one embodiment of construction form and shoring early-dismantling device, the outer diameter of the support tube 8 is greater than described first
Switch the internal diameter of port 11, is formed with step body 21 at the first switching port 11, switch piece 5 is shelved on by the step body 21
The top of the support tube 8.Since the outer diameter of support tube 8 is greater than the internal diameter of the first switching port 11, switch piece 5 can not be from support
The periphery of cylinder 8 slides, so that support tube 8 be made to be supported by step body to switch piece 5.
Referring to Fig. 1, Fig. 6 and Fig. 7, in one embodiment of construction form and shoring early-dismantling device, the second switching port 12
Internal diameter is greater than the outer diameter of the support tube 8, and the internal diameter of the second switching port 12 is less than the outer diameter of the retention bead 9, switch piece 5
The top of the retention bead 9 is shelved on by the second switching port 12.Since the internal diameter of the second switching port 12 is greater than support
The outer diameter of cylinder 8, when using the second switching 12 side of port, switch piece 5 slides from the periphery of support tube 8, and matching piece 3 loses at this time
The support of switch piece 5, and since the internal diameter of support tube 8 is more than or equal to the outer diameter of cooperation cylinder 7, so that cylinder 7 be cooperated to be able to enter
In support tube 8, then since the internal diameter of the second switching port 12 is less than the outer diameter of retention bead 9, switch piece 5 can be laid in limit
The top of position protrusion 9.
Referring to Fig. 1, in one embodiment of construction form and shoring early-dismantling device, 4 bottom of supporting element is connected with adjustment portion 15,
The adjustment portion 15 includes being connected to the first adjustment barrel 16 of 4 bottom of supporting element, is connected with the first tune on the outside of the first adjustment barrel 16
Save handle 17.Supporting element 4 can be made to rotate by the first release handle 17, it is upper on adjusting screw rod 1 so as to change supporting element 4
Lower position.
Referring to Fig. 1 and Fig. 2, in one embodiment of construction form and shoring early-dismantling device, adjusting is socketed on the adjusting screw rod 1
Part 18, the regulating part 18 include the second adjustment barrel 19, and regulating part 18 is screwed on by the second adjustment barrel 19 with adjusting screw rod 1, the
The second release handle 20 is connected on the outside of two adjustment barrels 19.It can be realized the upper and lower position adjustment of adjusting screw rod 1 by regulating part 18,
So as to adjust the height of 2 position of jacking.Second adjustment barrel, 19 lower end is formed with socket.It can be according to need by socket
Carry out existing upright bar installation.
The present invention is when using the first switching 11 side of port, since the outer diameter of cooperation cylinder 7 is greater than the first switching port 11
Internal diameter, cooperation cylinder 7 can not pass through the first switching port 11, to make entire matching piece 3 that can not fall on the support tube of supporting element 4 down
Inside 8.Since the outer diameter of support tube 8 is greater than the internal diameter of the first switching port 11, switch piece 5 can not be sliding from the periphery of support tube 8
It falls, so that support tube 8 be made to be supported by step body to switch piece 5.When using the second switching 12 side of port, switch piece 5
It is slid from the periphery of support tube 8, matching piece 3 loses the support of switch piece 5 at this time, and since the internal diameter of support tube 8 is more than or equal to
Cooperate the outer diameter of cylinder 7, to cooperate cylinder 7 to be able to enter in support tube 8, then since the internal diameter of the second switching port 12 is less than limit
The outer diameter of position protrusion 9, switch piece 5 can be laid in the top of retention bead 9.It can make supporting element by the first release handle 17
4 rotations, so as to change upper and lower position of the supporting element 4 on adjusting screw rod 1.It can be realized adjusting screw rod by regulating part 18
1 upper and lower position adjustment, so as to adjust the height of 2 position of jacking.Second adjustment barrel, 19 lower end is formed with socket.Pass through
Socket, which can according to need, carries out existing upright bar installation.The present invention can be when not dismantling device for erecting pole, by cross bar
Disassemble, can position of the flexible modulation early-dismantling device on adjusting screw, realize template, bracket, flitch morning tear open, save mould
Plate expense, significantly improve building template construction efficiency, solve the problems, such as the morning of building template tear open, Quick Release.With existing similar dress
It sets and compares, the present invention saves time and expense, and small investment is adaptable.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (9)
1. a kind of construction form and shoring early-dismantling device, the early-dismantling device includes adjusting screw rod (1), is connected at the top of adjusting screw rod (1)
Jacking (2), it is characterised in that: the early-dismantling device further includes matching piece (3), supporting element (4) and switch piece (5)；The cooperation
Part (3) includes cooperating head (6) and cooperation cylinder (7), and cooperating head (6) is connected to cooperation cylinder (7) top, and adjusting screw rod (1) is worn
It crosses the cooperating head (6) and cooperation cylinder (7) and matching piece (3) is socketed；The supporting element (4) includes support tube (8), support tube
(8) it being screwed on the adjusting screw rod (1) by screw thread, the internal diameter of support tube (8) is more than or equal to the outer diameter of cooperation cylinder (7),
Support tube (8) periphery is formed with retention bead (9)；The switch piece (5) includes switching ontology (10), and switching ontology (10) is internal
Side is formed with the first switching port (11), and the internal other side of switching ontology (10) is formed with the second switching port (12), the
One switching port (11) is connected to the second switching port (12), and the internal diameter of the first switching port (11) is less than the second switching port
(12) internal diameter of internal diameter, the first switching port (11) is greater than the outer diameter of the adjusting screw rod (1), and switch piece (5) passes through first
Switch port (11) configuration in the adjoiner of cooperation cylinder (7) and support tube (8), switch piece (5) passes through the second switching port
(12) it is set in the periphery of the support tube (8).
2. a kind of construction form and shoring early-dismantling device according to claim 1, it is characterised in that: jacking (2) lower part is formed
Be screwed on mouth (13), and jacking (2) is screwed in the top of the adjusting screw rod (1) by the mouth that is screwed on (13).
3. a kind of construction form and shoring early-dismantling device according to claim 1, it is characterised in that: shape on the outside of the cooperating head (6)
At having grafting convex block (14), grafting convex block (14) is up-narrow and down-wide, and grafting convex block (14) quantity is 4, and 4 grafting convex blocks (14) are in
Cross distribution.
4. a kind of construction form and shoring early-dismantling device according to claim 1, it is characterised in that: the outer diameter of cooperation cylinder (7)
Greater than the internal diameter of first switching port (11), cooperation cylinder (7) is shelved on switch piece (5) by the first switching port (11)
Top.
5. a kind of construction form and shoring early-dismantling device according to claim 1, it is characterised in that: the outer diameter of the support tube (8)
Greater than the internal diameter of first switching port (11), it is formed with step body (21) at the first switching port (11), switch piece (5) is logical
Cross the top that the step body (21) is shelved on the support tube (8).
6. a kind of construction form and shoring early-dismantling device according to claim 1, it is characterised in that: second switching port (12)
Internal diameter be greater than the outer diameter of the support tube (8), the internal diameter of the second switching port (12) is less than the outer of the retention bead (9)
Diameter, switch piece (5) are shelved on the top of the retention bead (9) by the second switching port (12).
7. a kind of construction form and shoring early-dismantling device according to claim 1, it is characterised in that: supporting element (4) bottom connects
It is connected to adjustment portion (15), the adjustment portion (15) includes the first adjustment barrel (16) for being connected to supporting element (4) bottom, and first is adjusted
The first release handle (17) are connected on the outside of cylinder (16).
8. a kind of construction form and shoring early-dismantling device according to claim 1, it is characterised in that: covered on the adjusting screw rod (1)
It is connected to regulating part (18), the regulating part (18) includes the second adjustment barrel (19), and regulating part (18) passes through the second adjustment barrel (19)
It is screwed on adjusting screw rod (1), is connected with the second release handle (20) on the outside of the second adjustment barrel (19).
9. a kind of construction form and shoring early-dismantling device according to claim 8, it is characterised in that: under second adjustment barrel (19)
End is formed with socket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810977189.8A CN109025263B (en) | 2018-08-26 | Early dismouting of building die carrier is put |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810977189.8A CN109025263B (en) | 2018-08-26 | Early dismouting of building die carrier is put |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109025263A true CN109025263A (en) | 2018-12-18 |
| CN109025263B CN109025263B (en) | 2024-11-05 |
Family
ID=
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958138A (en) * | 2021-11-22 | 2022-01-21 | 中国建筑第七工程局有限公司 | Green formwork system construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2261441A2 (en) * | 2009-06-03 | 2010-12-15 | ULMA C y E, S. COOP. | Collapsing device for a formwork table |
| CN104358411A (en) * | 2014-11-06 | 2015-02-18 | 中国建筑第五工程局有限公司广州分公司 | Device for early removal and quick removal of building formwork |
| CN105625749A (en) * | 2014-10-23 | 2016-06-01 | 湖南金峰金属构件有限公司 | Steel pipe scaffold early-demounting component and device |
| CN106193600A (en) * | 2015-04-29 | 2016-12-07 | 湖南金峰金属构件有限公司 | A kind of steel pipe scaffold early tears component open |
| CN208844919U (en) * | 2018-08-26 | 2019-05-10 | 杨棣柔 | A kind of construction form and shoring early-dismantling device |
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2261441A2 (en) * | 2009-06-03 | 2010-12-15 | ULMA C y E, S. COOP. | Collapsing device for a formwork table |
| CN105625749A (en) * | 2014-10-23 | 2016-06-01 | 湖南金峰金属构件有限公司 | Steel pipe scaffold early-demounting component and device |
| CN104358411A (en) * | 2014-11-06 | 2015-02-18 | 中国建筑第五工程局有限公司广州分公司 | Device for early removal and quick removal of building formwork |
| CN106193600A (en) * | 2015-04-29 | 2016-12-07 | 湖南金峰金属构件有限公司 | A kind of steel pipe scaffold early tears component open |
| CN208844919U (en) * | 2018-08-26 | 2019-05-10 | 杨棣柔 | A kind of construction form and shoring early-dismantling device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958138A (en) * | 2021-11-22 | 2022-01-21 | 中国建筑第七工程局有限公司 | Green formwork system construction method |
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