CN110017018A - A kind of architectural engineering wall construction template - Google Patents
A kind of architectural engineering wall construction template Download PDFInfo
- Publication number
- CN110017018A CN110017018A CN201910305336.1A CN201910305336A CN110017018A CN 110017018 A CN110017018 A CN 110017018A CN 201910305336 A CN201910305336 A CN 201910305336A CN 110017018 A CN110017018 A CN 110017018A
- Authority
- CN
- China
- Prior art keywords
- wall
- template
- shackle member
- formwork
- inside wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/18—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring for double walls
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of architectural engineering wall construction templates; inside wall formwork including outer wall template and positioned at outer wall template side further includes several outer wall templates that are fixed in towards the first shackle member of inside wall formwork side, several inside wall formworks that are fixed in towards the second shackle member of outer wall template side, several protective cases, the fixation kit for outer wall template and inside wall formwork to be fixed on ground；First shackle member includes two plates for being arranged at intervals on outer wall template and being fixedly connected with outer wall template, and the opposite side of two plates is connected with the latch that section is in isosceles triangle；Second shackle member includes two clamping plates being fixedly connected on inside wall formwork, and there are the insertion gap for the insertion of two plates between two clamping plates, the opposite side of two clamping plates offers the card slot for latch insertion respectively；Protective case is respectively sleeved at after each first shackle member is connect with the second shackle member and is formed by connector.High, the at low cost and fast construction speed effect of disassembly efficiency of the present invention.
Description
Technical field
The present invention relates to building template fields, more particularly, to a kind of architectural engineering wall construction template.
Background technique
In building template field, template is a kind of temporary supporting structure, by design requirement make, make concrete structure,
Component is shaped by defined position, geometric dimension, keeps its correct position, and is born building template self weight and be applied to it
External loads.The purpose for carrying out form work engineering is to guarantee concrete engineering quality and construction safety, accelerate construction progress and drop
Low engineering cost.The steel form weight that the concreting of building trade at present uses is big, easily gets rusty, in concreting process
In easily together with concrete conglutination, demoulding is difficult；Plank sheathing is although light-weight, but its intensity is low, non-watertight, and easily mildew is rotten
Rotten, reuse rate is low, and needs to consume timber resources, is unfavorable for the protection of ecological environment and the forest reserves；Bamboo Formwork and wood
Template is similar, and recycling rate of waterused is lower, and not can be recycled；Plastic formwork then poor rigidity, it is easily-deformable and at high cost.
Occurs building aluminum alloy pattern plate in the related technology, the durability of aluminum alloy pattern plate is good, and production standardization level is high, can ensure that mixed
Solidifying soil construction quality, and speed of application is relatively fast, and the number of template turnover is high, and material consumption is few.Wherein, wall form packet
Outer wall template and inside wall formwork are included, between outer wall template and inside wall formwork (spacing between inner, external wall template is wall thickness)
Be arranged to fixing structure is tensed, pour chamber fastening outer wall template and being formed while inside wall formwork, this pours pouring in chamber
After concrete is solid, the wall of building can be formed.And to drawing fastening system mainly by steel wire rope component, diagonal brace, double steel pipe
Back cord, Screw arbor with nut at both-ends, mountainous region nut, steel gasket, PVC casing and glue cup are constituted, and entire template has drawing fastening system
Assemble and disassemble low efficiency, deficiency at high cost and slow construction speed.
Summary of the invention
The object of the present invention is to provide a kind of architectural engineering wall construction templates, high, at low cost with disassembly efficiency
And the effect that construction speed is fast.
Above-mentioned purpose of the invention has the technical scheme that a kind of architectural engineering wall construction mould
Plate, the inside wall formwork including outer wall template and positioned at outer wall template side are formed between the inside wall formwork and outer wall template and are poured
Build chamber, it is characterized in that: further include it is several be fixed in outer wall template towards inside wall formwork side the first shackle member, several be fixed in
Inside wall formwork towards the second shackle member of outer wall template side, several protective cases, for outer wall template and inside wall formwork to be fixed
Fixation kit on to ground；
First shackle member includes two plates for being arranged at intervals on outer wall template and being fixedly connected with outer wall template, two institutes
It states the opposite side of plate and is connected with the latch that section is in isosceles triangle；
Second shackle member includes two clamping plates being fixedly connected on inside wall formwork, and there are insert for two plates between two clamping plates
The insertion gap entered, the opposite side of two clamping plates offer the card slot for latch insertion respectively；
The protective case is respectively sleeved at after each first shackle member is connect with the second shackle member and is formed by connector.
Through the above technical solutions, when in use, first putting inside wall formwork well, then each protective case is covered in the second card
On fitting, outer wall template is then directed inside wall formwork, then makes first to close to the mobile outer wall template in the direction of inside wall formwork
Shackle member is inserted into the second shackle member by insertion gap, and is finally made in latch insertion card slot, and then reusing fixation kit will
Outer wall template and inside wall formwork are fixed on ground, to complete to install, installation is quickly, cost of labor is low and greatly improves
Speed of application；After wall pouring molding, first fixation kit is removed from outer wall template and inside wall formwork, then to remote
Direction from wall pulls outer wall template and inside wall formwork, deviates from latch from card slot, thus by outer wall template and interior wall mould
Plate is removed from wall, and protective case stays in wall, and disassembly is quickly, cost of labor is low and greatly improves construction
Speed.
The present invention is further arranged to: first shackle member further includes pin, the pin be arranged in outer wall template and
The side opposite with two plates abuts.
Through the above technical solutions, avoiding when pouring wall, since the pressure of concrete causes latch to take off from card slot
Out, the Joint failure for leading to the first shackle member Yu the second shackle member causes template to be destroyed and causes safety accident.
The present invention is further arranged to: external screw thread, the pin and outer wall template screw thread are machined on the pin peripheral wall
Connection.
Through the above technical solutions, pin is avoided to deviate from the case where non-artificial between two plates, lead to pin
Two plates can not be supported, be caused when pouring wall, latch may take off from card slot under the pressure of concrete
Out, security risk is caused.
The present invention is further arranged to: the card slot is arranged at intervals on clamping plate along the direction that plate injects insertion gap
Multiple, the protective case is telescoping tube.
Through the above technical solutions, architectural engineering wall construction template disclosed by the invention is made to can be used in pouring difference
The wall of thickness.
The present invention is further arranged to: the fixation kit includes two L-shaped support legs in section, the support leg packet
Include riser and be integrally disposed upon riser lower end and with the mutually perpendicular transverse slat of riser, the riser is bolted in outer wall template
Backwards to inside wall formwork side or be bolted side in interior wall backwards to outer wall template；The transverse slat is bolted with ground.
Through the above technical solutions, when being fixed on the ground outer wall template and inside wall formwork using fixation kit, only
Riser in two support legs need to be bolted to respectively on outer wall template and inside wall formwork, then will be in two support legs
Transverse slat be bolted on ground, it is simple, convenient, construction efficiency is high.
The present invention is further arranged to: the support leg further includes the reinforcing rib being fixedly connected between transverse slat and riser.
Through the above technical solutions, reinforcing the bonding strength between transverse slat and riser, avoid transverse slat and riser junction disconnected
It splits.
The present invention is further arranged to: the inside wall formwork is backwards to the side of outer wall template and the outer wall template backwards to interior
The side of wall form is provided with several reinforcement assemblies, and the reinforcement assembly includes cable wire, the bottom for being fixedly connected on cable wire one end
Seat and it is fixedly connected on the attachment base that cable wire deviates from pedestal one end, the attachment base and inside wall formwork or outer wall template bolt connect
It connects；The pedestal is bolted with ground.
Through the above technical solutions, reinforcing inside wall formwork and outer wall template by reinforcement assembly, avoid pouring
When wall, inside wall formwork and outer wall template run-off the straight cause the wall of pouring molding not to be able to satisfy construction requirement.
In conclusion advantageous effects of the invention are as follows:
1, disassembly efficiency is high, at low cost and construction speed is fast, when in use, first puts inside wall formwork well, then by each protection
It covers in the second shackle member, outer wall template is then directed inside wall formwork, then to outside the movement of the direction of inside wall formwork
Wall form is inserted into the first shackle member in the second shackle member by insertion gap, and finally makes then to make again in latch insertion card slot
Outer wall template and inside wall formwork are fixed on ground with fixation kit, to complete to install；After wall pouring molding, first will
Fixation kit is removed from outer wall template and inside wall formwork, then pulls outer wall template and interior wall mould to the direction far from wall
Plate deviates from latch from card slot, so that outer wall template and inside wall formwork are removed from wall, and protective case stays in wall
?；
2, reinforcement assembly can reinforce inside wall formwork and outer wall template, avoid when pouring wall, inside wall formwork and outer
Wall form run-off the straight causes the wall of pouring molding not to be able to satisfy construction requirement.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is to embody the cross-sectional view that the structure of the first shackle member and the second shackle member is done.
In figure, 1, outer wall template；2, inside wall formwork；3, the first shackle member；31, plate；32, latch；33, pin；4,
Two shackle members；41, clamping plate；42, card slot；5, protective case；6, fixation kit；61, support leg；611, riser；612, transverse slat；613,
Reinforcing rib；7, reinforcement assembly；71, cable wire；72, pedestal；73, attachment base.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
It referring to Figures 1 and 2, is a kind of architectural engineering wall construction template disclosed by the invention, including outer wall template 1,
Positioned at 1 side of outer wall template interior cavity template, several be fixed in first shackle member of the outer wall template 1 towards 2 side of inside wall formwork
3, several to be fixed in inside wall formwork 2 towards the second shackle member 4 of 1 side of outer wall template, several protective cases 5 and be used for exterior wall
Template 1 and inside wall formwork 2 are fixed to the fixation kit 6 on ground, are formed between inside wall formwork 2 and outer wall template 1 and pour chamber.
Referring to Fig. 2, the first shackle member 3 includes two and is arranged at intervals on outer wall template 1 and is fixedly connected with outer wall template 1
Plate 31, two sections being respectively fixedly connected with two opposite sides of plate 31 in isosceles triangle latch 32 and wear
Set on outer wall template 1 and the pin 33 that abuts with two opposite sides of the plate 31, optimal, latch 32 is located on plate 31
One end far from outer wall template 1.
Second shackle member 4 includes two clamping plates 41 being fixedly connected on inside wall formwork 2, and there are supply two between two clamping plates 41
The insertion gap that plate 31 is inserted into, above-mentioned clamping plate 41 and plate 31 are parallel to each other, two clamping plates 41 to a lateral edge it is slotting
The direction that plate 31 injects insertion gap is spaced apart equipped with multiple card slots 42 being embedded in for latch 32.
Above-mentioned protective case 5 selects telescoping tube, these protective cases 5 are respectively sleeved at each first shackle member 3 and the second card
On the connector that fitting 4 is formed after connecting, and the inside of protective case 5 is abutted with clamping plate 41, when two plates 31 are inserted into two folders
When the insertion gap formed between plate 41, due to the effect of protective case 5, two clamping plates 41 will not far from one end of inside wall formwork 2
It is moved to the direction far from insertion gap.
Referring to Fig.1, fixation kit 6 includes the L-shaped support leg 61 in two sections, support leg 61 include riser 611 and
Be integrally disposed upon 611 lower end of riser and with the mutually perpendicular transverse slat 612 of riser 611, riser 611 is fixed by bolts in outer wall mould
Plate 1 backwards to inside wall formwork 2 side or be fixed by bolts in interior wall backwards to the side of outer wall template 1, transverse slat 612 and ground spiral shell
It tethers and connects.
When in use, staff needs first to put inside wall formwork 2 well, is then respectively fitted over each protective case 5 each
In second shackle member 4, then pin 33 is removed from outer wall template 1, outer wall template 1 is then directed inside wall formwork 2, then
Make two plates 31 in the first shackle member 3 by insertion gap insertion the to the mobile outer wall template 1 in direction close to inside wall formwork 2
In two shackle members 4, thus make latch 32 be embedded in respective card slot 42 in, then by pin 33 reinstall outer wall template 1 and with it is corresponding
Plate 31 abut, the riser 611 in two support legs 61 is then being respectively fixed to outer wall template 1 and interior wall by bolt
In template 2, then it is bolted by the transverse slat 612 in two support legs 61 onto ground.
After wall pouring molding, first two support legs 61 are removed from ground, is then drawn to the direction far from wall
Dynamic outer wall template 1 and inside wall formwork 2, under the collective effect of latch 32 and card slot 42, two plates 31 are far from outer wall template 1
One end can move toward one another, to make latch 32 deviate from from card slot 42, thus by outer wall template 1 and inside wall formwork 2 from wall
It removes, and protective case 5 stays in wall.
Further, referring to Fig. 2, external screw thread is machined on the peripheral wall of pin 33, pin 33 and 1 screw thread of outer wall template connect
It connects, deviates from the case where non-artificial between two plates 31 to avoid pin 33, cause pin 33 can not be to two plates
31 are supported, and cause when pouring wall, and latch 32 may be deviate from from card slot 42 under the pressure of concrete, cause to pacify
Full hidden danger.
Further, referring to Fig.1, in order to improve the bonding strength between transverse slat 612 and riser 611, avoid transverse slat 612 with
The junction of riser 611 is broken, and reinforcing rib 613 is welded between transverse slat 612 and riser 611.
Further, referring to Fig.1, inside wall formwork 2 is backwards to the side of outer wall template 1 and the outer wall template 1 backwards to interior wall
The side of template 2 is provided with several reinforcement assemblies 7, to reinforce inside wall formwork 2 and outer wall template 1, avoids pouring
When wall, 1 run-off the straight of inside wall formwork 2 and outer wall template causes the wall of pouring molding not to be able to satisfy construction requirement.
Reinforcement assembly 7 includes cable wire 71, is fixedly connected on the pedestal 72 of 71 one end of cable wire and is fixedly connected on cable wire 71
Attachment base 73 away from 72 one end of pedestal.When in use, attachment base 73 is bolted in inside wall formwork 2 backwards to exterior wall processing assembly
1 side upper end of template is bolted in outer wall template 1 backwards to 2 side upper end of inside wall formwork；Pedestal 72 is bolted with ground,
And guarantee that cable wire 71 is in tight state.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (7)
1. a kind of architectural engineering wall construction template, including outer wall template (1) and positioned at the interior wall mould of outer wall template (1) side
Plate (2) forms between the inside wall formwork (2) and outer wall template (1) and pours chamber, it is characterized in that: further including outside several be fixed in
Wall form (1) is towards first shackle member (3) of inside wall formwork (2) side, several inside wall formworks (2) that are fixed in towards outer wall template
(1) the second shackle member (4) of side, several protective cases (5) and for outer wall template (1) and inside wall formwork (2) to be fixed to
Fixation kit (6) on ground；
First shackle member (3) includes two and is arranged at intervals on outer wall template (1) and is fixedly connected with outer wall template (1)
Plate (31), the opposite side of two plates (31) are connected with the latch (32) that section is in isosceles triangle；
Second shackle member (4) includes two clamping plates (41) being fixedly connected on inside wall formwork (2), between two clamping plates (41)
There are the insertion gaps for two plates (31) insertion, and the opposite side of two clamping plates (41) offers embedding for latch (32) respectively
The card slot (42) entered；
The protective case (5) is respectively sleeved at after each first shackle member (3) connect with the second shackle member (4) and is formed by connection
On body.
2. a kind of architectural engineering wall construction template according to claim 1, it is characterized in that: first shackle member
It (3) further include pin (33), the pin (33) is arranged in outer wall template (1) and the side opposite with two plates (31) is supported
It connects.
3. a kind of architectural engineering wall construction template according to claim 2, it is characterized in that: the pin (33) peripheral wall
On be machined with external screw thread, the pin (33) is threadedly coupled with outer wall template (1).
4. a kind of architectural engineering wall construction template according to claim 1, it is characterized in that: the card slot (42) is along slotting
Plate (31) inject insertion gap direction be arranged at intervals on clamping plate (41) it is multiple, the protective case (5) be telescoping tube.
5. a kind of architectural engineering wall construction template according to claim 1, it is characterized in that: the fixation kit (6)
Including the L-shaped support leg (61) in two sections, the support leg (61) includes riser (611) and is integrally disposed upon riser
(611) lower end and with riser (611) mutually perpendicular transverse slat (612), the riser (611) is bolted in outer wall template (1)
Backwards to inside wall formwork (2) side or be bolted side in interior wall backwards to outer wall template (1)；The transverse slat (612) and ground
Face is bolted.
6. a kind of architectural engineering wall construction template according to claim 5, it is characterized in that: the support leg (61) is also
Including the reinforcing rib (613) being fixedly connected between transverse slat (612) and riser (611).
7. a kind of architectural engineering wall construction template according to claim 1, it is characterized in that: the inside wall formwork (2)
Several reinforcing groups are provided with backwards to the side of inside wall formwork (2) backwards to the side of outer wall template (1) and the outer wall template (1)
Part (7), the reinforcement assembly (7) include cable wire (71), the pedestal (72) for being fixedly connected on cable wire (71) one end and fixed company
It connects and deviates from the attachment base (73) of pedestal (72) one end, the attachment base (73) and inside wall formwork (2) or outer wall mould in cable wire (71)
Plate (1) is bolted；The pedestal (72) is bolted with ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910305336.1A CN110017018B (en) | 2019-04-16 | 2019-04-16 | Template is used in building engineering wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910305336.1A CN110017018B (en) | 2019-04-16 | 2019-04-16 | Template is used in building engineering wall construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110017018A true CN110017018A (en) | 2019-07-16 |
| CN110017018B CN110017018B (en) | 2021-09-10 |
Family
ID=67191526
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910305336.1A Active CN110017018B (en) | 2019-04-16 | 2019-04-16 | Template is used in building engineering wall construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110017018B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1265170A (en) * | 1997-07-04 | 2000-08-30 | 模板技术国际公司 | Tie assembly for wall form system |
| CN202081640U (en) * | 2011-05-24 | 2011-12-21 | 南通十建集团有限公司 | Lifting formwork used for building of elevator shaft |
| CN203412143U (en) * | 2013-07-31 | 2014-01-29 | 清远新绿环建筑材料有限公司 | Wall body structure of integrally poured building house |
| CN204001697U (en) * | 2014-07-21 | 2014-12-10 | 李晓泉 | Plate is beaten wall form fixed structure |
| CN105926940A (en) * | 2016-04-29 | 2016-09-07 | 晟通科技集团有限公司 | Wall formwork fastening system |
| CN207228633U (en) * | 2017-09-03 | 2018-04-13 | 廊坊卓锐建材有限公司 | Exempt from that template is cast-in-place to build the prefabricated connector of heat-insulating and decorating wall plug-in type |
| CN207332301U (en) * | 2017-10-18 | 2018-05-08 | 北京建工路桥工程建设有限责任公司 | A kind of punching block plate supporting device |
| CN207813001U (en) * | 2018-01-15 | 2018-09-04 | 惠州正高金属制品有限公司 | A kind of vertical reinforcement type aluminum alloy pattern plate component |
-
2019
- 2019-04-16 CN CN201910305336.1A patent/CN110017018B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1265170A (en) * | 1997-07-04 | 2000-08-30 | 模板技术国际公司 | Tie assembly for wall form system |
| CN202081640U (en) * | 2011-05-24 | 2011-12-21 | 南通十建集团有限公司 | Lifting formwork used for building of elevator shaft |
| CN203412143U (en) * | 2013-07-31 | 2014-01-29 | 清远新绿环建筑材料有限公司 | Wall body structure of integrally poured building house |
| CN204001697U (en) * | 2014-07-21 | 2014-12-10 | 李晓泉 | Plate is beaten wall form fixed structure |
| CN105926940A (en) * | 2016-04-29 | 2016-09-07 | 晟通科技集团有限公司 | Wall formwork fastening system |
| CN207228633U (en) * | 2017-09-03 | 2018-04-13 | 廊坊卓锐建材有限公司 | Exempt from that template is cast-in-place to build the prefabricated connector of heat-insulating and decorating wall plug-in type |
| CN207332301U (en) * | 2017-10-18 | 2018-05-08 | 北京建工路桥工程建设有限责任公司 | A kind of punching block plate supporting device |
| CN207813001U (en) * | 2018-01-15 | 2018-09-04 | 惠州正高金属制品有限公司 | A kind of vertical reinforcement type aluminum alloy pattern plate component |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110017018B (en) | 2021-09-10 |
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