CN109930717A - A kind of buckle-type exempts from demoulding structural system - Google Patents
A kind of buckle-type exempts from demoulding structural system Download PDFInfo
- Publication number
- CN109930717A CN109930717A CN201910316072.XA CN201910316072A CN109930717A CN 109930717 A CN109930717 A CN 109930717A CN 201910316072 A CN201910316072 A CN 201910316072A CN 109930717 A CN109930717 A CN 109930717A
- Authority
- CN
- China
- Prior art keywords
- buckle
- dismantling formwork
- structural system
- exempts
- dismantling
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of buckle-types to exempt from demoulding structural system, the structural system includes non-dismantling formwork, steel wire and connection framework, the side of the non-dismantling formwork is smooth flat, the other side is equipped with several protruding portions and several T-type buttons, the four edges of the non-dismantling formwork are equipped with several male connector slots and female slot, the steel wire is equipped with several hanging buckles, is fixedly connected between adjacent protrusions and steel wire by the first snap;It is fixedly connected between the connection framework and non-dismantling formwork by the second snap;It is fixedly connected between the non-dismantling formwork and non-dismantling formwork by third snap, enables non-dismantling formwork Fast Installation in connection framework by the connection of the first buckle, the second buckle and third buckle.The advantages of present invention not only has Fast Installation, firmly installs, and greatly shortens construction period, improves construction efficiency, and can guarantee construction safety, have a wide range of application, is suitable for a wide range of promote and apply.
Description
Technical field
The present invention relates to one kind to exempt from demoulding structural system, exempts from demoulding structural system more particularly, to a kind of buckle-type.
Background technique
With the continuous propulsion of Development of China's Urbanization, China's house architectural area remains higher level.Currently, construction industry
Though the traditional architecture template largely used can be used in turn, its there are support process complexity, need a large amount of circulation material and
Manually, the shortcomings that and repeatedly the rear pattern plate of turnover becomes building waste.Currently, assembled architecture is carried out energetically by country,
The building being assembled by pre-constructed unit in building site, assembled architecture have speed of application fast, construct environmentally protective, save
The advantages that labour;But assembled architecture needs large scale hoisting machinery, building node more during installation, can not be over long distances
The presence of the disadvantages of transport.Therefore, a kind of new technology --- non-dismantling formwork technology is come into being, simple with supporting, is not necessarily to
Demoulding and plastering, the material for needing to have enough to meet the need is few, and construction period greatly shortens, and building waste is few, and good thermal insulation property is conducive to
The advantages that live civilized construction.But non-dismantling formwork in the prior art is mostly to be used as to exempt from using fibre cement plate or calcium silicate board with microporous
Form removal often uses self-tapping screw to be attached two pieces of non-dismantling formworks, self-tapping screw build-in force when carrying out assembled in situ
Very little is spent, arrangement is overstocked, causes construction efficiency not high, template surface flatness is not good enough.Generally it is only applicable to two layers of the public affairs of building 1
It builds together and builds.Therefore for non-dismantling formwork how to accomplish to realize at the construction field (site) Fast Installation, further speed up construction speed,
The rigidity problem on deformation of template is solved, application range is increased, can guarantee that construction safety is again while installing more simple, secured
This case problem to be solved.
Summary of the invention
It is an object of the present invention to provide a kind of buckle-types to exempt from demoulding structural system, not only has Fast Installation, firmly installs, greatly
The advantages of big shortening construction period, raising construction efficiency, and can guarantee construction safety, have a wide range of application, is suitable for pushing away on a large scale
Wide application.
To achieve the above object, the technical scheme adopted by the invention is that:
A kind of buckle-type exempts from demoulding structural system, and the structural system includes non-dismantling formwork, steel wire and connection framework, institute
State non-dismantling formwork side be smooth flat, the other side be equipped with several protruding portions and several T-type buttons, four of the non-dismantling formwork
Side is equipped with several male connector slots and female slot, and the steel wire is equipped with several hanging buckles, between adjacent protrusions and steel wire
It is fixedly connected by the first snap;It is connected between described two opposite non-dismantling formworks by connection framework, the connection
It is fixedly connected between frame and non-dismantling formwork by the second snap;Pass through third between the non-dismantling formwork and non-dismantling formwork
Snap is fixedly connected, by first buckle, second buckle and third buckle connection enable non-dismantling formwork Fast Installation in
In connection framework.
Further, the non-dismantling formwork length be 0.2m~1.2m, height 0.4m~1.5m, thickness 15mm~25mm,
When carrying out non-dismantling formwork splicing at the scene, the wall size built according to the actual needs of the site splices and combines non-dismantling formwork
It forms.
Further, two opposite sides in the non-dismantling formwork four edges, a line are male connector slot, and another is female
Slot.
Further, the multiple that the number of T-type button is 2 on the non-dismantling formwork, preferably 4 in the present embodiment.
Further, protruding portion number uses formula: protruding portion number=[non-dismantling formwork length on the non-dismantling formwork
(m)/0.25]2Be rounded and is calculated.
Further, the non-dismantling formwork is by concrete, steel mesh, traction-resistant fibre, protruding portion, T-type button, male connector slot and mother
Head slot composition.
Further, the traction-resistant fibre material is polypropylene fibre, glass fibre, polypropene staple, polyester fiber
In any one.
Further, the concrete in the non-dismantling formwork is one of armored concrete, polymer concrete.
Further, the connection framework material is carbon steel, fashioned iron, any one in metal alloy.
Further, the connection framework includes light steel column and steel tie rod, is passed through before light steel column and light steel column
Steel tie rod is fixedly connected.
Further, the distance between the light steel column and light steel column are less than 60cm.
Further, the light steel column is equipped with T-slot identical with T-type button number on non-dismantling formwork, and T when installation
Type button bit is set to be corresponded with T-slot;One end of the T-type button is fixed on non-dismantling formwork, the other end with it is right on light steel column
Answer snapping connection for the T-slot of position.
Further, it carries out pouring filling between described two opposite non-dismantling formworks.
Further, filling is not poured between described two opposite non-dismantling formworks.
Further, the packing material that pours is any one in normal concrete, foamed concrete, foam concrete
Kind.
Further, when not pouring filling between described two opposite non-dismantling formworks, it is not provided with protruding portion on non-dismantling formwork,
It is provided only with T-type button.
Further, first snap is to pass through between one end and steel wire of hanging buckle and be welded and fixed, the other end
Steel wire is fixed on non-dismantling formwork by snap with protruding portion.
Further, second snap is the T-slot reserved on the T-type button on non-dismantling formwork and connection framework
Non-dismantling formwork is fixed in connection framework by snap.
Further, the third snap is, the male connector slot on one piece of non-dismantling formwork on another piece of face form removal
Female slot snapped connection by way of tongue and groove two pieces of non-dismantling formworks be fixed together.
The present invention compared with the existing technology the advantages of be:
(1) T-slot reserved on the T-type button and connection framework being arranged on non-dismantling formwork passes through snap for non-dismantling formwork
It is fixed in connection framework, realizes Fast Installation;(2) by the way that protruding portion is arranged in the other side of non-dismantling formwork, and by steel wire
It is snapped on non-dismantling formwork, increases the hydraulic to exempting from of packing material when pouring packing material between non-dismantling formwork and non-dismantling formwork
The stress surface of form removal improves the non-dismantling formwork service life, solves the rigidity problem on deformation of template;(3) by the four of non-dismantling formwork
Male connector slot and female slot are set on side, make to connect between non-dismantling formwork and non-dismantling formwork more secured;(4) it installs at the scene
During can both pour filling between non-dismantling formwork and template or do not pour filling, both can be used for building one two layers
Workshop can be used for high-rise, and application range greatly improves;(5) it the traction-resistant fibre in non-dismantling formwork, concrete and pours
Packing material type can be made with multiple material, and raw material sources are wide, and the scope of application is strong;(6) in-site installation to install
Speed is quick, convenient, can greatly shorten the construction period, improves operating efficiency, is suitable for a wide range of promote.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that a kind of buckle-type of the present invention exempts from demoulding structural system;
Fig. 2 is the side view that a kind of buckle-type of the present invention exempts from demoulding structural system;
Fig. 3 is the top view that a kind of buckle-type of the present invention exempts from demoulding structural system;
Fig. 4 is that Fig. 1 removes the structural schematic diagram after left part non-dismantling formwork;
Fig. 5 is that steel wire is snapped in the structural schematic diagram on non-dismantling formwork in Fig. 1;
Fig. 6 is the structural schematic diagram of non-dismantling formwork in Fig. 1;
Fig. 7 is the structural schematic diagram of steel wire in Fig. 1;
Fig. 8 is the structural schematic diagram of hanging buckle in Fig. 7;
Fig. 9 is the main view of Fig. 6 non-dismantling formwork;
Figure 10 is the sectional view of A-A in Fig. 9;
Figure 11 is the sectional view of B-B in Fig. 9;
Figure 12 is the signal for connection framework the first embodiment that a kind of buckle-type of the present invention is exempted from demoulding structural system
Figure;
Figure 13 is the signal that a kind of buckle-type of the present invention exempts from second of embodiment of connection framework in demoulding structural system
Figure;
Figure 14 is the signal for connection framework the third embodiment that a kind of buckle-type of the present invention is exempted from demoulding structural system
Figure;
Figure 15 is the signal that a kind of buckle-type of the present invention exempts from the 4th kind of embodiment of connection framework in demoulding structural system
Figure;
Figure 16 is the structural schematic diagram of light steel column in Figure 12 connection framework;
Figure 17 is the structural schematic diagram of the first embodiment of protruding portion in Fig. 6 non-dismantling formwork;
Figure 18 is the structural schematic diagram of second of embodiment of protruding portion in Fig. 6 non-dismantling formwork;
Figure 19 is the structural schematic diagram of the third embodiment of protruding portion in Fig. 6 non-dismantling formwork;
Figure 20 is the signal that a kind of buckle-type of the present invention exempts from that male connector slot and female slot in demoulding structural system form tongue and groove
Figure.
In figure: 1. non-dismantling formworks, 2. protruding portions, 3.T type are buckled, 4. male connector slots, 5. female slots, 6. steel wires, 7. hanging buckles,
8.T type groove, 9. quick connectors, the light steel of 10. rectangles, 11. light steel columns, 12. steel tie rods.
Specific embodiment
The present invention will be further described with reference to the accompanying drawing.
As shown in Figs 1-4, the invention discloses a kind of buckle-types to exempt from demoulding structural system, and the structural system includes exempting to tear open
Template 1, steel wire 6 and connection framework, the side of the non-dismantling formwork 1 are smooth flat, and the other side is equipped with several 2 Hes of protruding portion
The four edges of several T-type buttons 3, the non-dismantling formwork 1 are equipped with several male connector slots 4 and female slot 5, and the steel wire 6 is equipped with
Several hanging buckles 7, are fixedly connected between adjacent protrusions 2 and steel wire by the first snap;Described two opposite exempts from
It is connected between form removal 1 by connection framework, is connected between the connection framework and non-dismantling formwork 1 by the way that the second snap is fixed
It connects;It is fixedly connected between the non-dismantling formwork 1 and non-dismantling formwork 1 by third snap, passes through the first buckle, the second buckle
Connection with third buckle enables 1 Fast Installation of non-dismantling formwork in connection framework.
First snap are as follows: by being welded and fixed between one end and steel wire 6 of hanging buckle 7, the other end and protrusion
Steel wire 6 is fixed on non-dismantling formwork 1 by portion 2 by snap, and the purpose is to increase in non-dismantling formwork 1 and non-dismantling formwork 1
Between when pouring packing material packing material the hydraulic stress surface to non-dismantling formwork 1, reduce the fluid column of the receiving of non-dismantling formwork
Pressure improves the non-dismantling formwork service life, solves the rigidity problem on deformation of template.
Second snap are as follows: the T-slot 8 reserved on the T-type button 3 and connection framework on non-dismantling formwork 1 passes through card
Non-dismantling formwork 1 is fixed in connection framework by button mode, can be by 1 positive snap of non-dismantling formwork in even by this kind of T-type button mode
It connects on the light steel column 11 in frame, the purpose is to be mentioned compared with conventionally employed self-tapping screw connects two pieces of non-dismantling formworks significantly
High construction efficiency solves the problems, such as that template surface flatness is not good enough.
The third snap are as follows: the male connector slot 4 on one piece of non-dismantling formwork 1 and the female on another piece of face form removal 1
Slot 5 is snapped connection by way of tongue and groove is fixed together two pieces of non-dismantling formworks, the purpose is to make non-dismantling formwork with
What is connected between non-dismantling formwork is more secured.
In order to the clearer understanding present invention, with a thickness of 20mm, 1 scene of rectangle non-dismantling formwork of long 1.2m wide 1m
Construction is illustrated for embodiment.The construction process of the present invention at the scene are as follows: when non-dismantling formwork 1 is transported to construction site, need
When being installed;The male connector slot 4 and female slot 5 that will be utilized between muti-piece non-dismantling formwork 1 and non-dismantling formwork 1 on its four edges first
It is fixed by way of tongue and groove, then one by one by 2 position of protruding portion on the hanging buckle 7 and non-dismantling formwork 1 on steel wire 6
It is corresponding, make hanging buckle 7 and the perpendicular position of protruding portion 2;Then firmly steel wire is pushed away toward non-dismantling formwork direction, it will be on non-dismantling formwork
Protruding portion 2 be snapped in the hanging buckle 7 of steel wire 6.Then by steel wire 6 and non-dismantling formwork 1 together by non-dismantling formwork 1
T-type button 3 is directed at the T-slot 8 reserved in connection framework, and non-dismantling formwork 1 and steel wire 6 are snapped in connection framework, thus real
Existing 1 Fast Installation of non-dismantling formwork.To filling is poured between non-dismantling formwork 1 and template 1, such as normal concrete, foam coagulation
Other pour packing material for soil, foam concrete etc., and only this need to be poured to packing material pours into non-dismantling formwork 1 and non-dismantling formwork 1
Between.
As shown in Figure 11-Figure 5,25 protruding portions, 2,4 T-type buttons 3 are equipped in the present embodiment on one piece of non-dismantling formwork 1 altogether, on
While and left while be male connector slot 4, lower while and right while be female slot 5;One end of hanging buckle 7 is welded on steel wire 6, another
End is for buckling the protruding portion 2 on non-dismantling formwork 1.3 height of T-type button is higher than 2 height of protruding portion, and the purpose is to so that T-type button 3 is blocked
It is buckled in connection framework.
As shown in figs. 12-15, the connection framework includes light steel column 11 and steel tie rod 12, and light steel column 11 and light steel are vertical
It is attached between column 11 by steel tie rod 12;It is to be carried out between light steel column 11 and light steel column 11 by steel tie rod 12 in figure
Four kinds of connected mode schematic diagrams of connection.The first described connection type is that two steel tie rods and light steel column 11 form triangle
Shape increases stability.Second of connection type is that two steel tie rods 12 form X-shaped, increases stability.The third described company
Connecing mode is that four steel tie rods 12 form ∑ shape, increases stability.The 4th kind of connection type is that three steel tie rods 12 form Z
Font increases stability.
As shown in figure 16, the light steel column 11 is made of light steel 10 and 8 Quick connection part 9 of 4 rectangles, and described 4
Light 10 top of steel of rectangle is fixedly connected by Quick connection part 9 between any two, and 4 Quick connection parts 9 will be under the light steel 10 of rectangle
Portion is fixedly connected between any two;It is set on the light steel 10 of every rectangle there are two T-slot 8, the two T-slots 8 are in up and down
Distribution facilitates non-dismantling formwork 1 to be snapped on the light steel of rectangle the purpose is to corresponding with the T-type button 3 on non-dismantling formwork 1.
As in figs. 17-19, the protruding portion 2 is to be embedded in non-dismantling formwork 1, and three kinds of embodiments of protruding portion 2 are shown
It is intended to, the middle part of the first embodiment is isosceles trapezoid, and two trapezoidal base angles are 45 °;In second of embodiment
Portion is rectangle, is square in the middle part of the third embodiment, and the purpose is to increase to pour filling while facilitating hanging buckle 7 to buckle
Material reduces head of liquid to the active force of non-dismantling formwork 1 to the stress surface of non-dismantling formwork 1.
As shown in figure 20, two pieces of non-dismantling formworks 1 exempt from demoulding by male connector slot 4 on one piece of non-dismantling formwork and another piece
It is connected by way of tongue and groove between female slot 5 on plate 1, the groove in female slot 5 uses trapezoidal design, connection signal
Figure is as shown in the figure.
The present invention is quickly pacified non-dismantling formwork by the first snap of setting, the second snap and third snap
Loaded in connection framework, it is able to achieve Fast Installation in work progress at the scene, greatly shortens construction period, improves construction efficiency;
The present invention can both pour filling or not pour filling between non-dismantling formwork and template during installing at the scene, both may be used
Can be used for high-rise construction for two layers of workshop building, application range is greatly improved, and is suitable for that a wide range of promote is answered
With.
The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations;Although implementing referring to aforementioned
Invention is explained in detail for example, those skilled in the art should understand that: it still can be to aforementioned implementation
Technical solution documented by example is modified, or equivalent substitution of some or all of the technical features;And these
It modifies or replaces, the range for technical solution of the embodiment of the present invention that it does not separate the essence of the corresponding technical solution should all be contained
Lid is within the scope of the claims and the description of the invention.
Claims (14)
1. a kind of buckle-type exempts from demoulding structural system, it is characterised in that: the structural system includes non-dismantling formwork, steel wire and company
Frame is connect, the side of the non-dismantling formwork is smooth flat, and the other side is equipped with several protruding portions and several T-type buttons, described to exempt to tear open
The four edges of template be equipped with several male connector slots and female slot, the steel wire be equipped with several hanging buckles, adjacent protrusions with
It is fixedly connected between steel wire by the first snap;
It is connected between described two opposite non-dismantling formworks by connection framework, is passed through between the connection framework and non-dismantling formwork
Second snap is fixedly connected;
It is fixedly connected between the non-dismantling formwork and non-dismantling formwork by third snap, passes through the first buckle, the second buckle
Connection with third buckle enables non-dismantling formwork Fast Installation in connection framework.
2. a kind of buckle-type according to claim 1 exempts from demoulding structural system, it is characterised in that: the non-dismantling formwork four
In two it is opposite while, a line is male connector slot, and another is female slot.
3. a kind of buckle-type according to claim 2 exempts from demoulding structural system, it is characterised in that: the non-dismantling formwork is by mixing
Solidifying soil, steel mesh, traction-resistant fibre, protruding portion, T-type button, male connector slot and female slot composition.
4. a kind of buckle-type according to claim 3 exempts from demoulding structural system, it is characterised in that: the traction-resistant fibre material
For any one in polypropylene fibre, glass fibre, polypropene staple, polyester fiber.
5. a kind of buckle-type according to claim 1 exempts from demoulding structural system, it is characterised in that: the connection framework material
For any one in carbon steel, fashioned iron, metal alloy.
6. a kind of buckle-type according to claim 5 exempts from demoulding structural system, it is characterised in that: the connection framework includes
Pass through steel tie rod before light steel column and steel tie rod, light steel column and light steel column to be fixedly connected.
7. a kind of buckle-type according to claim 6 exempts from demoulding structural system, it is characterised in that: set on the light steel column
T-type button bit is set when having T-slot identical with T-type button number on non-dismantling formwork, and installing corresponds with T-slot.
8. a kind of buckle-type according to claim 1 exempts from demoulding structural system, it is characterised in that: described two to exempt to tear open relatively
It carries out pouring filling between template.
9. a kind of buckle-type according to claim 1 exempts from demoulding structural system, it is characterised in that: described two to exempt to tear open relatively
Filling is not poured between template.
10. a kind of buckle-type according to claim 8 exempts from demoulding structural system, it is characterised in that: described to pour filling material
Expect for any one in normal concrete, foamed concrete, foam concrete.
11. a kind of buckle-type according to claim 9 exempts from demoulding structural system, it is characterised in that: described two to exempt from relatively
When not pouring filling between form removal, it is not provided with protruding portion on non-dismantling formwork, is provided only with T-type button.
12. a kind of buckle-type according to claim 1 exempts from demoulding structural system, it is characterised in that: the first buckle side
Formula is that, by being welded and fixed between one end and steel wire of hanging buckle, the other end is consolidated steel wire by snap with protruding portion
Due on non-dismantling formwork.
13. a kind of buckle-type according to claim 1 exempts from demoulding structural system, it is characterised in that: the second buckle side
Formula, which is that non-dismantling formwork is fixed on the T-slot reserved in connection framework by snap by the T-type button on non-dismantling formwork, to be connect
On frame.
14. a kind of buckle-type according to claim 1 exempts from demoulding structural system, it is characterised in that: the third buckle side
Formula is that the male connector slot on one piece of non-dismantling formwork is buckled by way of tongue and groove with the female slot on another piece of face form removal
Two pieces of non-dismantling formworks are fixed together by connection.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910316072.XA CN109930717A (en) | 2019-04-19 | 2019-04-19 | A kind of buckle-type exempts from demoulding structural system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910316072.XA CN109930717A (en) | 2019-04-19 | 2019-04-19 | A kind of buckle-type exempts from demoulding structural system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109930717A true CN109930717A (en) | 2019-06-25 |
Family
ID=66990355
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910316072.XA Pending CN109930717A (en) | 2019-04-19 | 2019-04-19 | A kind of buckle-type exempts from demoulding structural system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109930717A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111305372A (en) * | 2019-12-09 | 2020-06-19 | 陕西省建筑科学研究院有限公司 | Fabricated steel reinforced concrete structure and construction method thereof |
CN113789950A (en) * | 2021-09-27 | 2021-12-14 | 中国十七冶集团有限公司 | Anti-fracture steel mesh die capable of reinforcing and locking joint |
CN116591346A (en) * | 2023-07-12 | 2023-08-15 | 成都中泰新材料有限公司 | Energy-saving building dismantling-free template and building wall thereof |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2440888Y (en) * | 2000-08-17 | 2001-08-01 | 王继强 | Durable blocked frameworks as thermal insulating materials |
CN1876995A (en) * | 2006-07-04 | 2006-12-13 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
US20070062144A1 (en) * | 2003-10-13 | 2007-03-22 | Soo-Chang Moon | Fiber reinforced cement board and foam plastic insulated stay in place forms systems with perforated metal stud for cencrete reinforced structure |
CN2926365Y (en) * | 2006-07-28 | 2007-07-25 | 范永光 | Embedded brick with built-in fitting and externally thermal-insulating structure of external wall |
WO2010145642A2 (en) * | 2009-06-16 | 2010-12-23 | Bvb Gmbh | Permanent formwork |
CN102031755A (en) * | 2010-11-26 | 2011-04-27 | 哈尔滨工程大学 | Multifunctional permanent template for girder bridge gravity type pier |
CN103306389A (en) * | 2013-07-04 | 2013-09-18 | 许浒 | Dry-hang external wall insulation board and novel application thereof as dismounting-free building template |
CN103422674A (en) * | 2013-09-03 | 2013-12-04 | 二十二冶集团第一建设有限公司 | Cast-in-place section concrete construction method of assembling-type concrete structure |
CN103498519A (en) * | 2013-01-19 | 2014-01-08 | 张金法 | Technique for anti-seismic and energy-saving wall with built-in core net |
CN105952012A (en) * | 2016-06-23 | 2016-09-21 | 河北拓为工程设计有限公司 | Wall insulation structure and construction and replacing method thereof |
CN106436989A (en) * | 2016-10-24 | 2017-02-22 | 辽宁金帝建筑设计有限公司 | Non-dismantling template for building wall body casting and preparing method thereof |
CN210238867U (en) * | 2019-04-19 | 2020-04-03 | 广州市鲁班建筑科技集团股份有限公司 | Buckle formula exempts from to tear open form structure |
-
2019
- 2019-04-19 CN CN201910316072.XA patent/CN109930717A/en active Pending
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2440888Y (en) * | 2000-08-17 | 2001-08-01 | 王继强 | Durable blocked frameworks as thermal insulating materials |
US20070062144A1 (en) * | 2003-10-13 | 2007-03-22 | Soo-Chang Moon | Fiber reinforced cement board and foam plastic insulated stay in place forms systems with perforated metal stud for cencrete reinforced structure |
CN1876995A (en) * | 2006-07-04 | 2006-12-13 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
CN2926365Y (en) * | 2006-07-28 | 2007-07-25 | 范永光 | Embedded brick with built-in fitting and externally thermal-insulating structure of external wall |
WO2010145642A2 (en) * | 2009-06-16 | 2010-12-23 | Bvb Gmbh | Permanent formwork |
CN102031755A (en) * | 2010-11-26 | 2011-04-27 | 哈尔滨工程大学 | Multifunctional permanent template for girder bridge gravity type pier |
CN103498519A (en) * | 2013-01-19 | 2014-01-08 | 张金法 | Technique for anti-seismic and energy-saving wall with built-in core net |
CN103306389A (en) * | 2013-07-04 | 2013-09-18 | 许浒 | Dry-hang external wall insulation board and novel application thereof as dismounting-free building template |
CN103422674A (en) * | 2013-09-03 | 2013-12-04 | 二十二冶集团第一建设有限公司 | Cast-in-place section concrete construction method of assembling-type concrete structure |
CN105952012A (en) * | 2016-06-23 | 2016-09-21 | 河北拓为工程设计有限公司 | Wall insulation structure and construction and replacing method thereof |
CN106436989A (en) * | 2016-10-24 | 2017-02-22 | 辽宁金帝建筑设计有限公司 | Non-dismantling template for building wall body casting and preparing method thereof |
CN210238867U (en) * | 2019-04-19 | 2020-04-03 | 广州市鲁班建筑科技集团股份有限公司 | Buckle formula exempts from to tear open form structure |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111305372A (en) * | 2019-12-09 | 2020-06-19 | 陕西省建筑科学研究院有限公司 | Fabricated steel reinforced concrete structure and construction method thereof |
CN113789950A (en) * | 2021-09-27 | 2021-12-14 | 中国十七冶集团有限公司 | Anti-fracture steel mesh die capable of reinforcing and locking joint |
CN116591346A (en) * | 2023-07-12 | 2023-08-15 | 成都中泰新材料有限公司 | Energy-saving building dismantling-free template and building wall thereof |
CN116591346B (en) * | 2023-07-12 | 2023-11-14 | 成都中泰新材料有限公司 | Energy-saving building dismantling-free template and building wall thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109930717A (en) | A kind of buckle-type exempts from demoulding structural system | |
CN110374322A (en) | A kind of assembled waffle beam plate device | |
CN105952154B (en) | A kind of concrete-pouring template stent | |
CN110409811A (en) | Exempt to split into type column template, formwork structure and construction process containing steel reinforcement cage | |
CN202787330U (en) | Post-cast strip template | |
CN205224332U (en) | Prefabricated wall body and prefabricated wallboard | |
CN205438835U (en) | Assembled tongue -and -groove template down | |
CN109930727A (en) | A kind of buckle-type exempts from demoulding floor | |
CN113338535A (en) | Forming die and construction method for H-shaped steel beam wrapped concrete | |
CN211850804U (en) | Shear force wall settlement joint steel wood combines template to prop up establishes device | |
CN112323635A (en) | Construction method for cast-in-place wet joint and bridge structure | |
CN216766760U (en) | Assembled coincide floor overlap joint hangs mould device | |
CN110130271A (en) | A kind of construction method of side wall concrete single-sided formwork reinforcement | |
CN210238898U (en) | Buckle formula exempts from to tear open form floor | |
CN214657163U (en) | Assembled brick moulding bed | |
CN213741826U (en) | Construction structure of hollow superstructure of no roof beam | |
CN210238867U (en) | Buckle formula exempts from to tear open form structure | |
CN211922707U (en) | Special-shaped deformation joint template for bottom plate of underground comprehensive pipe gallery | |
CN210946354U (en) | Temporary road with in-situ prefabricated reinforced concrete prefabricated slab | |
CN210597742U (en) | Shear wall | |
CN107152111A (en) | The lenticular plain concrete construction of guide wall technique used between many boiled water rooms | |
CN208472661U (en) | A kind of protective device of waterstop | |
CN109057318B (en) | Assembly type building template system and wall body module | |
CN207525964U (en) | A kind of prefabricated composite wallboard pitched roof system | |
CN113323262A (en) | 3D printed prefabricated wall module, wall and construction method of wall |
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 |