CN108049628A - Assembled architecture outer wall quickly pacifies form removal system and construction method without outrigger - Google Patents
Assembled architecture outer wall quickly pacifies form removal system and construction method without outrigger Download PDFInfo
- Publication number
- CN108049628A CN108049628A CN201711345192.XA CN201711345192A CN108049628A CN 108049628 A CN108049628 A CN 108049628A CN 201711345192 A CN201711345192 A CN 201711345192A CN 108049628 A CN108049628 A CN 108049628A
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- CN
- China
- Prior art keywords
- nut
- template
- fixed
- prefabricated panel
- exterior sheathing
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Classifications
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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
- 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
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of assembled architecture outer walls quickly to pacify form removal system and construction method without outrigger, belongs to assembled architecture technical field of construction.The template system is arranged at the cast-in-place node of two prefabricated panels, specifically includes Z-type component, exterior sheathing, inner template and several bolt jointing parts；The Z-type component is arranged on the splice ends lateral surface of the prefabricated panel and forms fixing groove；The exterior sheathing is arranged in the fixing groove, and is fixedly connected by the bolt jointing part with the inner template.The template system of the present invention eliminates the process of setting up of outdoor scaffold, saves a large amount of artificial and materials, greatly reduces construction cost.Meanwhile the construction method of the template system provided by the invention, the installation and removal operation of template system are completed, the security of construction greatly improved, and have the advantages that process is succinct, easy to operate, construction efficiency is high indoors.
Description
Technical field
The present invention relates to a kind of assembled architecture outer walls quickly to pacify form removal system and construction method without outrigger, belongs to assembling
Formula technical field of building construction.
Background technology
As assembled architecture develops, more and more using precast concrete wall panel in large panel building, so as to improve
Batch production, mechanized construction degree save live recruitment, shorten the construction cycle, and reduce site operation to peripheral ring
The influence degree in border.
In prefabrication, in order to meet equally cast-in-place design principle, prefabricated outer wall panel is generally in position of joints
Reliable power transmission mechanism is formed using after-pouring concrete, for example the outside concrete wall linkage section that width is 200mm is set.
And in order to complete this Cast-in-Situ Segment, it is necessary to which externally wall form is fixed, the mode of generally use is outer in building for worker at present
It sets up scaffold and carries out outdoor fixed outer wall template in side.
However, worker in outdoor work fixed outer wall template, need to set up outdoor safeguard procedures, influence construction efficiency, and
Outdoor work has danger.
The content of the invention
The low construction efficiency present in outer wall template is set up for existing outdoor and there is the problem of dangerous, the present invention
It providing a kind of assembled architecture outer wall and quickly pacifies form removal system without outrigger, Z-type component is fixed on the splice ends of prefabricated panel,
Fixing groove is formed in splice ends after prefabricated panel lifting is in place, exterior sheathing is fixed in fixing groove, and part is bolted by
Template is fixedly connected with exterior sheathing, and template system of the invention eliminates the process of setting up of outdoor scaffold, is saved a large amount of artificial
And material, greatly reduce construction cost.Meanwhile the present invention also provides a kind of construction method of the template system, template systems
The installation and removal operation of system is completed indoors, is reduced and is relied on for outer safeguard procedures, the security of construction greatly improved,
And have the advantages that process is succinct, easy to operate, construction efficiency is high.
For solution more than technical problem, the present invention includes following technical solution：
A kind of assembled architecture outer wall quickly pacifies form removal system without outrigger, and the template system is arranged at two dry walls
At plate cast-in-place node, the template system includes：
The Z-type component being arranged in pairs, the Z-type component are respectively arranged on the splice ends lateral surface of the prefabricated panel,
And U type slot is formed with the prefabricated panel, the openend of the U type slot is oppositely arranged and forms fixing groove；
Exterior sheathing is arranged in the fixing groove；
Inner template, is arranged at the inside of the cast-in-place node, and both ends are close to the splice ends medial surface of the prefabricated panel
On；
Several bolt jointing parts, including nut one, nut two and Screw arbor with nut at both-ends, the nut one is fixed on the exterior sheathing
On, the through hole with one location matches of nut is provided in the inner template, the Screw arbor with nut at both-ends is provided with external screw thread, described
One end of Screw arbor with nut at both-ends is through the through hole and being fixed on the nut one, and the other end is by the nut two by the internal model
Plate is fixed.
Preferably, one end that the Z-type component is close to the prefabricated panel is fixedly installed attaching nut, the dry wall
Connecting hole is provided on plate, connect one end of bolt through the connecting hole and is fixed on the attaching nut, the connection
The nut of bolt is close on the medial surface of the prefabricated panel.
Preferably, it is provided with lifting lug on the Z-type component.
Preferably, the top of the exterior sheathing is provided with clevis coupler, and the clevis coupler is fixed on last layer
In floor plates.
Preferably, where the prefabricated panel bottom is fixed on storey floors, and passes through diagonal brace and fix.
Preferably, the Screw arbor with nut at both-ends between the inner template, exterior sheathing is located in cast-in-place node, the Screw arbor with nut at both-ends
Outside is provided with casing.
Preferably, the prefabricated panel end set has a bolt hole passed through for the Screw arbor with nut at both-ends, the inner template, outer
The Screw arbor with nut at both-ends between template is located in the bolt hole.
Correspondingly, the invention also discloses a kind of construction method of the template system, include the following steps：
S1. Z-type component is fixed on the splice ends outside of prefabricated panel, and two prefabricated panels liftings are in place and solid
It is fixed, the openend of the U type slot on Z-type component is made to be oppositely arranged to form fixing groove；
S2. the top open part of exterior sheathing from the fixing groove is put into the fixing groove and fixed；
S3. inner template is installed in place, and Screw arbor with nut at both-ends one end is fixed on described through the through hole in the inner template
On nut one on exterior sheathing, the other end is fixed the inner template by nut two；
S4. area's internal area casting concrete is enclosed in the exterior sheathing, inner template, prefabricated panel；
S5. when concrete reaches design strength, nut two, Screw arbor with nut at both-ends, inner template, Z-type component, external mold are removed successively
Plate.
The present invention due to using the technology described above, is allowed to compared with prior art, have the following advantages that and actively imitate
Fruit：(1) Z-type component is fixed on the splice ends of prefabricated panel and forms notch, after two prefabricated panel liftings are in place, two slots
Mouth composition fixing groove, exterior sheathing are fixed in fixing groove, and nut one is provided on exterior sheathing, and exterior sheathing passes through screw rod with inner template
Connector is fixedly connected, and the formwork erection operation of exterior sheathing, inner template can be completed indoors, compared with external scaffolding is constructed, save
The process installed and dismantle scaffold has been gone, has had the advantages that easy to operate, construction cost is low, construction efficiency is high, and it is indoor
Construction ensure that the personal safety of worker；(2) construction method provided by the invention includes step：Z-type component is fixed on prefabricated
On wallboard, by prefabricated panel lifting it is in place, place in fixing groove exterior sheathing, by bolt jointing part by exterior sheathing and inner template
It is fixedly connected, casting concrete, removes template system, all complete indoors, ensure that the personal safety of construction personnel, and
And process is simple and convenient to operate, construction efficiency is high.
Description of the drawings
Fig. 1 quickly pacifies the structural representation of form removal system for the assembled architecture outer wall in one embodiment of the invention without outrigger
Figure；
Fig. 2 is a kind of sectional view along A-A of Fig. 1；
Fig. 3 is the structure diagram of fixing groove；
Fig. 4 is along another sectional view of A-A in Fig. 1.
Figure label is as follows：
Template system 100；Z-type component 110；Attaching nut 111；Connect bolt 112；Lifting lug 113；Exterior sheathing 120；Hook
Connector 121；Inner template 130；Bolt jointing part 140；Nut 1；Nut 2 142；Screw arbor with nut at both-ends 143；Fixing groove 150；
Notch U-shaped 151；
Prefabricated panel 200；Connecting hole 201；Bolt hole 202；Diagonal brace 203；Cast-in-place node 210；N-th layer floor plates 310；The
N+1 floors laminate 320.
Specific embodiment
Form removal is quickly pacified without outrigger to assembled architecture outer wall provided by the invention below in conjunction with the drawings and specific embodiments
Plate system and construction method are described in further detail.With reference to following explanation and claims, advantages and features of the invention
It will become apparent from.It should be noted that attached drawing is using very simplified form and using non-accurate ratio, only to it is convenient,
Lucidly aid in illustrating the purpose of the embodiment of the present invention.
Embodiment one
It is former according to equally cast-in-place design, it is necessary to which prefabricated panel is spliced in the construction of assembled architecture outer wall
Then, it is necessary to carry out cast-in-place, formation cast-in-place node in stitching portion.
With reference to shown in Fig. 1 and Fig. 2, prefabricated panel 200 lift it is in place after n-th layer floor plates 310 are fixed on by diagonal brace 203
On, the superimposed sheet of N+1 floors laminate 320 is fixed on the top of prefabricated panel 200.Assembled architecture outer wall provided by the invention
No outrigger is quickly pacified form removal system 100 and is arranged at the cast-in-place node 210 of two prefabricated panels 200, and template system 100 is specific
Including Z-type component 110, exterior sheathing 120, inner template 130 and several bolt jointing parts 140.
(it is located at and builds as shown in figure 3, Z-type component 110 is respectively arranged on the splice ends lateral surface of the prefabricated panel 200
The face inside object is built as medial surface, opposite with medial surface for lateral surface), and form U type slot with the prefabricated panel 200
151, the openend of the U type slot 151 is oppositely arranged and forms fixing groove 150.As an example, the Z-type at 150 both ends of fixing groove
Component 110 can be a pair of of monoblock Z-shape steel plate or multipair Z-shape steel component.
With reference to shown in Fig. 2 and Fig. 3, exterior sheathing 120 is arranged in the fixing groove 150.Inner template 130 is arranged at described existing
The inside of node 210 is poured, both ends are close on the splice ends medial surface of the prefabricated panel 200.As an example, exterior sheathing can be with
For plank sheathing, or alloy sheets.
With reference to shown in Fig. 1 and Fig. 2, bolt jointing part 140 includes nut 1, nut 2 142 and Screw arbor with nut at both-ends 143.Institute
It states nut 1 to be fixed on exterior sheathing 120, may be employed and be embedded in exterior sheathing 120, certainly, if being set on exterior sheathing 120
With Screw arbor with nut at both-ends 143 is matching, the female bolt hole of tool, with the nut 1 being embedded on exterior sheathing 120 is set to have
There is same effect.The through hole with one 141 location matches of nut is provided in inner template 130, the Screw arbor with nut at both-ends 143 is set
There is external screw thread, one end of the Screw arbor with nut at both-ends 143 is tightened through the through hole in inner template 130 and with the nut 1,
The other end is fastened on by nut 2 142 in the inner template 130.
Assembled architecture outer wall provided in this embodiment is quickly pacified form removal system 100 without outrigger and is had the following advantages that：Z-type
Component 110 is fixed on the splice ends of prefabricated panel 200 and forms notch 151, after two prefabricated panels 200 lift in place, two
A notch 151 forms fixing groove 150, and exterior sheathing 120 is put into from top in fixing groove 150, and nut one is provided on exterior sheathing 110
141, exterior sheathing 120 is fixedly connected with inner template 130 by bolt jointing part 140, exterior sheathing 120, the formwork erection behaviour of inner template 130
Work can be completed indoors, compared with external scaffolding is constructed, eliminate installation and the process for dismantling scaffold, have operation side
Just the advantages of, construction cost is low, construction efficiency is high, and indoor construction ensure that the personal safety of worker.
Further, as shown in Fig. 2, one end that Z-type component 110 is close to the prefabricated panel 200 is fixedly installed connection spiral shell
Mother 111, is provided with connecting hole 201 on the prefabricated panel 200, and one end of connection bolt 112 is through the connecting hole 201 and solid
It is scheduled on the attaching nut 111, the nut of the connection bolt 112 is close on the medial surface of the prefabricated panel 200.Make
For citing, attaching nut 111 can be welded on Z-type component 110, can also be embedded on Z-type component 110, can also be in Z-type
It is set on component 110 and has female bolt hole replacement attaching nut 111.By setting attaching nut 111 and connection bolt
112, the dismantlement work of Z-type component 110 can be easily carried out indoors, specifically only need to screw out connection bolt 112 indoors,
And Z-type component 110 is taken out from 200 top of prefabricated panel.For convenience by Z-type component 110 at the top of prefabricated panel 200
It takes out, is preferably to be provided with lifting lug 113 on Z-type component 110, one end of rope is fixed on lifting lug 113, spiral shell is connected removing
After bolt 112, easily Z-type component 110 can be removed by rope.
Further, exterior sheathing 120 is lifted for convenience, and 120 top of exterior sheathing is provided with clevis coupler 121, it is described
Clevis coupler 121 is fixed on N+1 floors laminate 320, can fix vertical position of the exterior sheathing 120 in fixing groove 150
It puts.It is, of course, also possible in the setting of the bottom of Z-type component 110 for fixing the supporting plate of exterior sheathing 120, exterior sheathing 120 is supported on support
On plate.
There are two types of set-up modes for Screw arbor with nut at both-ends 143 between inner template 130, exterior sheathing 120：(1) Fig. 2 and figure are referred to
3, Screw arbor with nut at both-ends 143 passes through prefabricated panel 200, specifically has bolt hole 202, Screw arbor with nut at both-ends in the end set of prefabricated panel 200
143 through in inner template 130 through hole, be tightened on nut 1 after bolt hole 202；(2) as shown in figure 4, to drawing spiral shell
Bar 143 is located in cast-in-place node 210.When Screw arbor with nut at both-ends 143 is located at 210 inside of cast-in-place node, torn open in order to facilitate Screw arbor with nut at both-ends 143
It removes, is preferably, 143 outside cladding casing of Screw arbor with nut at both-ends, for example can be PVC casings.Two kinds of fixations of more than Screw arbor with nut at both-ends 143
Mode is respectively provided with the advantages of facilitating installation, removing.
Embodiment two
The present invention also provides a kind of construction method of the template system 100 in embodiment one, with reference to Fig. 1 to Fig. 4
The construction method is further described, which includes the following steps：
S1. Z-type component 110 is fixed on the splice ends lateral surface of prefabricated panel 200, and by two prefabricated panels
200 liftings are in place and fixed, and the openend of the U type slot 151 on Z-type component 110 is made to be oppositely arranged to form fixing groove 150.In advance
Wallboard 200 processed can be fixed on by diagonal brace 203 in N floor plates 310, pre-buried in n-th layer floor plates 310 can be specifically used for
The connector of fixed diagonal brace 203 sets the tie point of diagonal brace 203, the concrete structure of diagonal brace 203 and connection side on prefabricated panel
Formula is referred to the scheme in existing construction, is not especially limited herein.
S2. the top open part of exterior sheathing 120 from the fixing groove 150 is put into the fixing groove 150 and fixed.It can
With from N+1 floors laminate 320 by the lower section of exterior sheathing 120 into fixing groove 150.Exterior sheathing 120 can be by being arranged on top
The clevis coupler 121 in portion is suspended on N+1 floors laminate 320, is used it is of course also possible to be set in the bottom of Z-type component 110
In the supporting plate of fixed exterior sheathing 120, exterior sheathing 120 is supported on supporting plate.
S3. inner template 130 is installed in place, and 143 one end of Screw arbor with nut at both-ends is passed through into the through hole in the inner template 130,
It is fixed on the nut 1 on the exterior sheathing 120, the other end is fixed the inner template 130 by nut 2 142；
S4. casting concrete in region is enclosed in the exterior sheathing 120, inner template 130, prefabricated panel 200；
S5. when concrete reaches design strength, nut 2 142, Screw arbor with nut at both-ends 143, inner template 130, Z-type are removed successively
Component 110, exterior sheathing 120.
The construction method includes step：Z-type component is fixed on prefabricated panel 200, lifts prefabricated panel 200 just
Position, exterior sheathing 120 is placed in fixing groove 150, by bolt jointing part 140 by exterior sheathing 120 and 130 company of fixation of inner template
It connects, casting concrete, remove template system, the installation of template system 100 and dismantling operation are all completed indoors, ensure that
The personal safety of construction personnel, and process is simple and convenient to operate, construction efficiency is high.
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
Scope.
Claims (8)
1. a kind of assembled architecture outer wall quickly pacifies form removal system without outrigger, which is characterized in that the template system is arranged at
At two prefabricated panel cast-in-place nodes, the template system includes：
The Z-type component being arranged in pairs, the Z-type component are respectively arranged on the splice ends lateral surface of the prefabricated panel, and with
The prefabricated panel forms U type slot, and the openend of the U type slot is oppositely arranged and forms fixing groove；
Exterior sheathing is arranged in the fixing groove；
Inner template, is arranged at the inside of the cast-in-place node, and both ends are close on the splice ends medial surface of the prefabricated panel；
Several bolt jointing parts, including nut one, nut two and Screw arbor with nut at both-ends, the nut one is fixed on the exterior sheathing,
The through hole with one location matches of nut is provided in the inner template, the Screw arbor with nut at both-ends is provided with external screw thread, described right
One end of screw rod is drawn through the through hole and being fixed on the nut one, the other end is by the nut two by the inner template
It is fixed.
2. template system as described in claim 1, which is characterized in that
One end that the Z-type component is close to the prefabricated panel is fixedly installed attaching nut, is provided on the prefabricated panel
Connecting hole connects one end of bolt through the connecting hole and is fixed on the attaching nut, the nut of the connection bolt
It is close on the medial surface of the prefabricated panel.
3. template system as claimed in claim 2, which is characterized in that be provided with lifting lug on the Z-type component.
4. template system as described in claim 1, which is characterized in that
The top of the exterior sheathing is provided with clevis coupler, and the clevis coupler is fixed in the floor plates of last layer.
5. template system as described in claim 1, which is characterized in that storey floors where the prefabricated panel bottom is fixed on
On, and pass through diagonal brace and fix.
6. template system as described in claim 1, which is characterized in that described pair of drawing spiral shell between the inner template, exterior sheathing
Bar is located in cast-in-place node, and casing is provided on the outside of the Screw arbor with nut at both-ends.
7. template system as described in claim 1, which is characterized in that the prefabricated panel end set has for described pair of drawing spiral shell
The bolt hole that bar passes through, the Screw arbor with nut at both-ends between the inner template, exterior sheathing are located in the bolt hole.
8. a kind of construction method of template system as described in any one of claim 1 to 7, which is characterized in that including walking as follows
Suddenly：
S1. Z-type component is fixed on the splice ends outside of prefabricated panel, and two prefabricated panels liftings are in place and fixed,
The openend of the U type slot on Z-type component is made to be oppositely arranged to form fixing groove；
S2. the top open part of exterior sheathing from the fixing groove is put into the fixing groove and fixed；
S3. inner template is installed in place, and Screw arbor with nut at both-ends one end is fixed on the external mold through the through hole in the inner template
On nut one on plate, the other end is fixed the inner template by nut two；
S4. area's internal area casting concrete is enclosed in the exterior sheathing, inner template, prefabricated panel；
S5. when concrete reaches design strength, nut two, Screw arbor with nut at both-ends, inner template, Z-type component, exterior sheathing are removed successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711345192.XA CN108049628B (en) | 2017-12-15 | 2017-12-15 | Assembled building outer wall frame-free rapid installing and dismantling formwork system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711345192.XA CN108049628B (en) | 2017-12-15 | 2017-12-15 | Assembled building outer wall frame-free rapid installing and dismantling formwork system and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108049628A true CN108049628A (en) | 2018-05-18 |
| CN108049628B CN108049628B (en) | 2023-10-20 |
Family
ID=62132991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711345192.XA Active CN108049628B (en) | 2017-12-15 | 2017-12-15 | Assembled building outer wall frame-free rapid installing and dismantling formwork system and construction method |
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| CN (1) | CN108049628B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025261A (en) * | 2018-08-17 | 2018-12-18 | 上海宝冶建筑工程有限公司 | Superimposed sheet piece matches mold device and method |
| CN113235911A (en) * | 2021-03-27 | 2021-08-10 | 慈溪市庵东建筑安装工程有限公司 | Integrally poured building construction structure and method |
| CN113482168A (en) * | 2021-08-09 | 2021-10-08 | 晟通科技集团有限公司 | Connecting piece and template system |
| CN113818683A (en) * | 2021-09-06 | 2021-12-21 | 中建新疆建工（集团）有限公司 | Aluminum alloy formwork system and construction method thereof |
| CN114856167A (en) * | 2022-03-14 | 2022-08-05 | 广东天凛高新科技有限公司 | Cast-in-place mould for building exterior wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109025261A (en) * | 2018-08-17 | 2018-12-18 | 上海宝冶建筑工程有限公司 | Superimposed sheet piece matches mold device and method |
| CN113235911A (en) * | 2021-03-27 | 2021-08-10 | 慈溪市庵东建筑安装工程有限公司 | Integrally poured building construction structure and method |
| CN113235911B (en) * | 2021-03-27 | 2022-12-30 | 中化学建筑工程有限公司 | Integrally poured building construction structure and method |
| CN113482168A (en) * | 2021-08-09 | 2021-10-08 | 晟通科技集团有限公司 | Connecting piece and template system |
| CN113818683A (en) * | 2021-09-06 | 2021-12-21 | 中建新疆建工（集团）有限公司 | Aluminum alloy formwork system and construction method thereof |
| CN114856167A (en) * | 2022-03-14 | 2022-08-05 | 广东天凛高新科技有限公司 | Cast-in-place mould for building exterior wall |
| CN114856167B (en) * | 2022-03-14 | 2024-04-23 | 广东天凛高新科技有限公司 | Using method of cast-in-situ mold for building outer wall |
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| Publication number | Publication date |
|---|---|
| CN108049628B (en) | 2023-10-20 |
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