CN108240111A - One kind refutes grasp type modular template and its construction method - Google Patents
One kind refutes grasp type modular template and its construction method Download PDFInfo
- Publication number
- CN108240111A CN108240111A CN201711474846.9A CN201711474846A CN108240111A CN 108240111 A CN108240111 A CN 108240111A CN 201711474846 A CN201711474846 A CN 201711474846A CN 108240111 A CN108240111 A CN 108240111A
- Authority
- CN
- China
- Prior art keywords
- template
- type modular
- grasp type
- disk
- modular template
- 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
- 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
- E04G11/38—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 for plane ceilings of concrete
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
In order to improve working efficiency, simplify construction procedure, the present invention provides one kind and refutes grasp type modular template and its construction method.A kind of technical solution for refuting grasp type modular template of the present invention is as follows：One kind refutes grasp type modular template, which is characterized in that stupefied and be set to the jacking mould bases of main stupefied lower part including template, the master for being set to template bottom；The jacking mould bases includes adjusting screw rod, adjusting nut, disk snap connector and the supporting plate for being set to adjusting screw rod end, one end setting screw hole of the disk snap connector, other end setting attachment device, the adjusting screw rod passes through the screw hole of disk snap connector and passes through one end that adjusting nut is fixed on jacking mould bases, and the supporting plate is fixed on main stupefied lower part.
Description
Technical field
The invention belongs to the assembling die set device in civil construction, more particularly to one kind refute grasp type modular template and its
Construction method.
Background technology
Template is widely used in civil construction floor concrete casting.General way is：1) scaffold is set up；2) exist
Adjustable jack is set up in the upright bar of scaffold；3) set up above adjustable jack it is main it is stupefied with it is secondary stupefied；4) topmost sets up plank sheathing.
It needs to set up jacking, main stupefied, secondary stupefied and template respectively successively in the construction of this way, when form removal will also remove above-mentioned structure successively
Part, the workload of construction site are larger.
Invention content
In order to improve working efficiency, simplify construction procedure, the present invention provides one kind and refutes grasp type modular template and its construction
Method.
A kind of technical solution for refuting grasp type modular template of the present invention is as follows：
One kind refutes grasp type modular template, which is characterized in that including template, the master for being set to template bottom is stupefied, Yi Jishe
It is placed in the jacking mould bases of main stupefied lower part；
The jacking mould bases includes adjusting screw rod, adjusting nut, disk snap connector and is set to adjusting screw rod end
Supporting plate, one end setting screw hole of the disk snap connector, other end setting attachment device, the adjusting screw rod buckle connection across disk
The screw hole of part simultaneously passes through one end that adjusting nut is fixed on jacking mould bases, and the supporting plate is fixed on main stupefied lower part.
The a kind of of the present invention refutes having the beneficial effect that for grasp type modular template：
One kind of the present invention, which refutes grasp type modular template, to be completed the production in factory.At the construction field (site), it is only necessary to be grabbed refuting
Type modular template is connect by attachment device with scaffold, then the absolute altitude of template is adjusted by adjusting screw rod, you can
Carry out pouring for floor.In form removal, it is only necessary to turn down adjusting screw rod, template is made to be detached with pouring the concrete of completion, then will
Grasp type modular template is refuted to detach from scaffold.
Therefore, one kind of the invention refutes grasp type modular template and improves work efficiency, simplifies construction procedure, solves
The problem of existing template construction heavy workload, complicated construction.
Further, specifically, the present invention's refutes in grasp type modular template, the grasp type modular template of refuting is installed on
On disk buckle type scaffold, for floor concrete casting, the attachment device include be set to disk snap connector one end pin hole,
And bolt, the pin hole of the pin hole and disk buckle type scaffold upright bar disk of the attachment device are correspondingly arranged, the bolt passes through
Jacking mould bases and disk buckle type scaffold are connected to one by the pin hole of attachment device and the pin hole of disk buckle type scaffold upright bar disk
It rises.
Further, for the main stupefied and supporting plate of stronger connection, of the invention refutes in grasp type modular template, the master
Stupefied surface setting bound edge, the supporting plate is by being fixedly welded on main stupefied lower part.
Further, bound edge is set on master stupefied surface in order to stronger, of the invention refutes in grasp type modular template, institute
It states bound edge and is set to main stupefied surface by being set to the recessed pan head tapping screw of main stupefied side.
Further, for the main stupefied and template of stronger connection, of the invention refutes in grasp type modular template, the mould
Plate stupefied is connect with main by countersunk self-tapping screw.
Further, in order to increase the fastening force between adjusting screw rod and disk snap connector, of the invention refutes grasp type module
Change in template, the adjusting nut is set to the both ends of the screw hole of disk snap connector, the adjusting nut and disk snap connector it
Between setting flat shim and spring shim.
Further, specifically, the present invention's refutes in grasp type modular template, the stupefied master is two, and the master is stupefied flat
Row is set to the bottom of template, and the jacking mould bases is respectively arranged at the lower part at main stupefied both ends.
The present invention also provides a kind of above-mentioned construction methods for refuting grasp type modular template.Technical solution is as follows, including as follows
Step：
The first step makes in factory and refutes grasp type modular template；
Second step will be refuted grasp type modular template and be connect by attachment device with disk buckle type scaffold；
Third walks, and adjusts adjusting screw rod, carries out the adjusting in absolute altitude direction, after the completion of adjusting, tightens adjusting nut；
4th step, casting concrete after the completion for the treatment of concrete curing, loosen adjusting nut, and move down adjusting screw rod,
It moves down and is detached with concrete so that refuting grasp type modular template；
5th step will be refuted grasp type modular template and be detached with disk buckle type scaffold.
A kind of construction method for refuting grasp type modular template of the present invention has the beneficial effect that：
A kind of construction method for refuting grasp type modular template of the present invention is refuted grasp type modular template and can be completed to make in factory
Make.At the construction field (site), it is only necessary to grasp type modular template will be refuted and connect by attachment device with scaffold, then pass through adjusting screw rod
The absolute altitude of template is adjusted, you can carry out pouring for floor.In form removal, it is only necessary to turn down adjusting screw rod, make template with
The concrete separation of completion is poured, then grasp type modular template will be refuted and detached from scaffold.
Therefore, a kind of construction method for refuting grasp type modular template of the invention improves work efficiency, simplifies construction
Step solves the problems, such as that existing template construction heavy workload, construction are complicated.
Further, spillage in order to prevent, in the construction method for refuting grasp type modular template of the invention, the 4th step it
Before further include, refute between grasp type modular template setting only slurry adhesive tape sealing what is closed on.
Description of the drawings
Fig. 1 is a kind of schematic diagram for refuting grasp type modular template of the present invention；
Fig. 2 is that the another kind of the present invention refutes the schematic diagram of grasp type modular template；
Fig. 3 is a kind of schematic diagram of jacking mould bases for refuting grasp type modular template of the present invention；
Fig. 4 is a kind of construction schematic diagram for refuting grasp type modular template of the present invention；
Fig. 5 is a kind of construction diagrammatic top view for refuting grasp type modular template of the present invention.
Specific embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.It will according to following explanation and right
Book is sought, advantages and features of the invention will become apparent from.It should be noted that attached drawing is using very simplified form and using non-
Accurately ratio, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.
Embodiment 1：
Referring to figs. 1 to Fig. 4, one kind of the present embodiment refutes grasp type modular template, which is characterized in that including template 1, setting
In 1 bottom of template master stupefied 2 and be set to the jacking mould bases 3 of main stupefied 2 lower part；
The jacking mould bases 3 includes adjusting screw rod 31, adjusting nut 32, disk snap connector 33 and is set to adjusting spiral shell
The supporting plate 34 of 31 end of bar, one end setting screw hole of the disk snap connector 33, other end setting attachment device 35, the adjusting
Screw rod 31 passes through the screw hole of disk snap connector 33 and passes through one end that adjusting nut 32 is fixed on jacking mould bases 3, the supporting plate 34
It is fixed on main stupefied 2 lower part.
One kind of the present embodiment is refuted grasp type modular template and can be completed the production in factory.At the construction field (site), it is only necessary to will refute
Grasp type modular template is connect by attachment device 35 with scaffold, then the absolute altitude of template 1 is adjusted by adjusting screw rod 31
Section, you can carry out pouring for floor.In form removal, it is only necessary to turn down adjusting screw rod 31, make template 1 and pour the concrete of completion
Separation, then grasp type modular template will be refuted and detached from scaffold.
Therefore, one kind of the present embodiment refutes grasp type modular template and improves work efficiency, simplifies construction procedure, solves
The problem of existing template construction heavy workload, complicated construction.
As preferable embodiment, specifically, refuting in grasp type modular template for the present embodiment, described to refute grasp type module
Change model sheetinstallat on disk buckle type scaffold, for floor concrete casting, the attachment device 35 buckles company including being set to disk
The pin hole and bolt of 33 one end of fitting, the pin hole of the attachment device 35 and the pin hole of disk buckle type scaffold upright bar disk 10
It is correspondingly arranged, the bolt passes through the pin hole of attachment device 35 and the pin hole of disk buckle type scaffold upright bar disk 10, by jacking mould
Frame 3 links together with disk buckle type scaffold.
As preferable embodiment, for stronger connection main stupefied 2 and supporting plate 34, the present embodiment refutes grasp type module
Change in template, the surface setting bound edge 4 of the master stupefied 2, the supporting plate 34 leads stupefied 2 lower part by being fixedly welded on.
As preferable embodiment, in order to stronger in the stupefied 2 surface setting bound edge 4 of master, the present embodiment refutes grasp type
In modular template, the bound edge 4 is set to main stupefied 2 surface by being set to the recessed pan head tapping screw 5 of main stupefied 2 side.
As preferable embodiment, for stronger connection main stupefied 2 and template 1, the present embodiment refutes grasp type module
Change in template, the template 1 is connect with main stupefied 2 by countersunk self-tapping screw 6.
As preferable embodiment, in order to increase the fastening force between adjusting screw rod 31 and disk snap connector 33, this reality
Refuting in grasp type modular template for example is applied, the adjusting nut 32 is set to the both ends of the screw hole of disk snap connector 33, the tune
Save setting flat shim and spring shim between nut 32 and disk snap connector 33.
As preferable embodiment, specifically, the present embodiment is refuted in grasp type modular template, the master stupefied 2 is two
Root, the master stupefied 2 are arranged in parallel in the bottom of template 1, and the jacking mould bases 3 is respectively arranged at the lower part at main stupefied 2 both ends.
Embodiment 2：
With reference to figure 2, Fig. 4, Fig. 5, the present embodiment provides a kind of construction parties described in embodiment 1 for refuting grasp type modular template
Method.Technical solution is as follows, includes the following steps：
The first step makes in factory and refutes grasp type modular template；
Second step will be refuted grasp type modular template and be connect by attachment device 35 with disk buckle type scaffold；
Third walks, and adjusts adjusting screw rod 31, carries out the adjusting in absolute altitude direction, after the completion of adjusting, tightens adjusting nut 32；
4th step, casting concrete after the completion for the treatment of concrete curing, loosen adjusting nut 32, and move down adjusting spiral shell
Bar 31 so that refute grasp type modular template and move down and detached with concrete；
5th step will be refuted grasp type modular template and be detached with disk buckle type scaffold.
A kind of construction method for refuting grasp type modular template of the present embodiment, refuting grasp type modular template can complete in factory
It makes.At the construction field (site), it is only necessary to grasp type modular template will be refuted and connect by attachment device 35 with scaffold, then pass through adjusting
The absolute altitude of template 1 is adjusted in screw rod 31, you can carries out pouring for floor.In form removal, it is only necessary to adjusting screw rod 31 is turned down,
Template 1 is made to be detached with pouring the concrete of completion, then grasp type modular template will be refuted and detached from scaffold.
Therefore, a kind of construction method for refuting grasp type modular template of the present embodiment improves work efficiency, simplifies and apply
Work step is rapid, solves the problems, such as that existing template construction heavy workload, construction are complicated.
As preferable embodiment, spillage in order to prevent, the construction method for refuting grasp type modular template of the present embodiment
In, it is further included before the 4th step, setting only slurry adhesive tape sealing 7 is refuted between grasp type modular template what is closed on.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to the protection of claims
Range.
Claims (9)
1. one kind refutes grasp type modular template, which is characterized in that including template (1), the master stupefied (2) that is set to template (1) bottom,
And it is set to the jacking mould bases (3) of main stupefied (2) lower part；
The jacking mould bases (3) is including adjusting screw rod (31), adjusting nut (32), disk snap connector (33) and is set to tune
Save the supporting plate (34) of screw rod (31) end, one end setting screw hole of the disk snap connector (33), other end setting attachment device
(35), the adjusting screw rod (31) across disk snap connector (33) screw hole and pass through adjusting nut (32) and be fixed on jacking mould bases
(3) one end, the supporting plate (34) are fixed on the lower part of main stupefied (2).
2. refute grasp type modular template as described in claim 1, which is characterized in that the grasp type modular template of refuting is installed on
On disk buckle type scaffold, for floor concrete casting, the attachment device (35) is including being set to disk snap connector (33) one
The pin hole and bolt at end, the pin hole of the attachment device (35) are corresponding with the pin hole of disk buckle type scaffold upright bar disk (10)
Setting, the bolt passes through the pin hole of attachment device (35) and the pin hole of disk buckle type scaffold upright bar disk (10), by jacking mould
Frame (3) links together with disk buckle type scaffold.
3. refute grasp type modular template as described in claim 1, which is characterized in that the surface setting bound edge of the master stupefied (2)
(4), the supporting plate (34) leads the lower part of stupefied (2) by being fixedly welded on.
4. refute grasp type modular template as claimed in claim 3, which is characterized in that the bound edge (4) is stupefied by being set to master
(2) recessed pan head tapping screw (5) of side is set to main stupefied (2) surface.
5. refute grasp type modular template as described in claim 1, which is characterized in that it is heavy that the template (1) passes through with main stupefied (2)
Head tapping screw (6) connects.
6. refute grasp type modular template as described in claim 1, which is characterized in that the adjusting nut (32) is set to disk and buckles
The both ends of the screw hole of connector (33) set flat shim and spring pad between the adjusting nut (32) and disk snap connector (33)
Piece.
7. refute grasp type modular template as described in claim 1, which is characterized in that the master stupefied (2) is two, and the master is stupefied
(2) bottom of template (1) is arranged in parallel in, the jacking mould bases (3) is respectively arranged at the lower part at main stupefied (2) both ends.
It is 8. a kind of such as the construction method of any one grasp type modular template in claim 1 to 7, which is characterized in that including such as
Lower step：
The first step makes in factory and refutes grasp type modular template；
Second step will be refuted grasp type modular template and be connect by attachment device (35) with disk buckle type scaffold；
Third walks, and adjusts adjusting screw rod (31), carries out the adjusting in absolute altitude direction, after the completion of adjusting, tightens adjusting nut (32)；
4th step, casting concrete after the completion for the treatment of concrete curing, loosen adjusting nut (32), and move down adjusting screw rod
(31) so that refute grasp type modular template and move down and detached with concrete；
5th step will be refuted grasp type modular template and be detached with disk buckle type scaffold.
9. the construction method of grasp type modular template as claimed in claim 8, which is characterized in that also wrapped before the 4th step
It includes, setting only slurry adhesive tape sealing (7) is refuted between grasp type modular template what is closed on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711474846.9A CN108240111A (en) | 2017-12-29 | 2017-12-29 | One kind refutes grasp type modular template and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711474846.9A CN108240111A (en) | 2017-12-29 | 2017-12-29 | One kind refutes grasp type modular template and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108240111A true CN108240111A (en) | 2018-07-03 |
Family
ID=62700613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711474846.9A Pending CN108240111A (en) | 2017-12-29 | 2017-12-29 | One kind refutes grasp type modular template and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108240111A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1995018280A1 (en) * | 1993-12-31 | 1995-07-06 | Skouras Joseph A | Lifting and shoring jack assembly |
| CN2580029Y (en) * | 2002-10-18 | 2003-10-15 | 浙江杭萧钢构股份有限公司 | Adjustable building surface steel formwork support combined piece |
| WO2009035226A2 (en) * | 2007-09-14 | 2009-03-19 | Si-Young Kim | Method and system for holding yoke on support |
| KR20120008140A (en) * | 2010-07-16 | 2012-01-30 | 삼성중공업 주식회사 | Chief's Supporting Unit for LNG Cargo Handling |
| CN203640322U (en) * | 2013-12-31 | 2014-06-11 | 山东锦华建设集团有限公司 | Support |
| CN204531392U (en) * | 2015-01-21 | 2015-08-05 | 中兴建设有限公司 | A kind of fast disassembly type template supporting device for beam slab span centre |
| CN206319574U (en) * | 2016-12-21 | 2017-07-11 | 中国建筑第四工程局有限公司 | A kind of socket joint type disk button fastener scaffold |
-
2017
- 2017-12-29 CN CN201711474846.9A patent/CN108240111A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1995018280A1 (en) * | 1993-12-31 | 1995-07-06 | Skouras Joseph A | Lifting and shoring jack assembly |
| CN2580029Y (en) * | 2002-10-18 | 2003-10-15 | 浙江杭萧钢构股份有限公司 | Adjustable building surface steel formwork support combined piece |
| WO2009035226A2 (en) * | 2007-09-14 | 2009-03-19 | Si-Young Kim | Method and system for holding yoke on support |
| KR20120008140A (en) * | 2010-07-16 | 2012-01-30 | 삼성중공업 주식회사 | Chief's Supporting Unit for LNG Cargo Handling |
| CN203640322U (en) * | 2013-12-31 | 2014-06-11 | 山东锦华建设集团有限公司 | Support |
| CN204531392U (en) * | 2015-01-21 | 2015-08-05 | 中兴建设有限公司 | A kind of fast disassembly type template supporting device for beam slab span centre |
| CN206319574U (en) * | 2016-12-21 | 2017-07-11 | 中国建筑第四工程局有限公司 | A kind of socket joint type disk button fastener scaffold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106079043A (en) | A kind of gang form | |
| CN203097306U (en) | Assembled type building wallboard installation tool | |
| CN106957003A (en) | A kind of intelligent hanging device | |
| CN108240111A (en) | One kind refutes grasp type modular template and its construction method | |
| CN106003387A (en) | Combined die | |
| CN104191502B (en) | A kind of conveniently stripped concrete square pile die | |
| CN206204807U (en) | A kind of horizontal deviation correcting device of self-balancing type for old bridge deviation rectification | |
| CN206899453U (en) | A kind of cylinder type refractory material is stripped grinding tool | |
| CN209652763U (en) | The fixed structure of Bailey bracket connection | |
| CN202672485U (en) | Fabricated steel pipe column and connecting structure system thereof | |
| CN106760511A (en) | Drip system and its construction method on a kind of clear water building cornice template | |
| CN205046851U (en) | Building template | |
| CN203977869U (en) | A kind of falsework structure | |
| CN209318568U (en) | A kind of sieve buckling device | |
| CN201195940Y (en) | Integral lifting template for elevator shaft | |
| CN204000503U (en) | The convenient long and short adjustable universal type roadbed base template of non-fragment orbit | |
| CN214091023U (en) | Building templates link for civil engineering | |
| CN209277011U (en) | Suspension bridge steel truss girder micromatic setting | |
| CN204769704U (en) | Device of aluminium is glued with ultrasonic cleaning hub die | |
| CN208168384U (en) | A kind of adjustable steel structure assembling fixture | |
| CN106079042A (en) | A kind of gang form | |
| CN207244957U (en) | A kind of modularization Prefabricated stacking floor for being used to drop plate region | |
| CN203333153U (en) | Detachable hoisting appliance for chord member of large-scale truss | |
| CN103233580B (en) | Bare concrete formwork and square timber connection structure | |
| CN206997576U (en) | Automobile guy cable core joint riveting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180703 |
|
| WD01 | Invention patent application deemed withdrawn after publication |