CN202299399U - Building template for pouring indoor wall - Google Patents
Building template for pouring indoor wall Download PDFInfo
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- CN202299399U CN202299399U CN2011204014645U CN201120401464U CN202299399U CN 202299399 U CN202299399 U CN 202299399U CN 2011204014645 U CN2011204014645 U CN 2011204014645U CN 201120401464 U CN201120401464 U CN 201120401464U CN 202299399 U CN202299399 U CN 202299399U
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Abstract
The utility model discloses a building template for pouring an indoor wall, which is simple in structure and is simple, convenient and quick in operation. The building template comprises a template; the back part of the template is connected with at least one adjusting device for driving the template to move forwards and backwards; the adjusting device is installed on a supporting device; the supporting device comprises at least one supporting column which is vertically and fixedly arranged on a construction site by a top extension mechanism and is arranged between an upper floor slab and a lower floor slab; and the adjusting device is installed on the supporting column through a connecting component. Thereby, the installation of the supporting device can be finished only through axially pressing the supporting column between the upper floor slab and the lower floor slab on the construction site by using the top extension mechanism. Therefore, compared with a built scaffold, the supporting device in the building template is simpler in structure and is convenient and quick to install, and the construction efficiency is improved. The building template is particularly suitable for the cast-in-situ of a gypsum integrated wall.
Description
Technical field
The utility model relates to a kind of construction formwork that is used to build indoor wall, and this construction formwork is particularly suited for the whole wall of cast-in-situs gypsum.
Background technology
Adopt light material (like gypsum) to build indoor that to form interior wall be a kind of job practices faster.Yet, not only need set up scaffold when building template at the construction field (site), but also the support location that will utilize the numerous tension members between scaffold and the template to realize template.Therefore, existing templates location technology more complicated, and operation is comparatively loaded down with trivial details.
The utility model content
The utility model aims to provide a kind of construction formwork that is used to build indoor wall fast simple in structure, easy and simple to handle.
This construction formwork comprises template; The back of this template is connected with at least one and is used to drive the adjusting device that this template moves forward and backward; This adjusting device is installed on the bracing or strutting arrangement; Said bracing or strutting arrangement comprise at least one through the top stretch mechanism's vertical fixing in the ground of job site and the support column between the end face, said adjusting device is installed on the said support column through connecting elements.
Thus, only need to stretch mechanism with the installation of promptly accomplishing bracing or strutting arrangement between support column axial compression ground and the end face at the construction field (site), therefore through the top; Than scaffolding erecting; Support device structure among the application is simpler, and simple installation is quick, has improved efficiency of construction.
When in single thing (like factory building, storehouse etc.), watering walling, medial surface that can the roof is as the end face that support column is installed, also can house beam as the end face that support column is installed; When watering walling in wherein certain one deck in tier building, with the upper and lower floor of job site respectively as end face and ground that support column is installed.
Further, said template is spliced by at least two modular units, and said at least two modular units are made up of panel and the skeleton that is arranged on the panel back respectively; The back of this template also is provided with at least two along the spaced leveling cross bar of template short transverse, and said at least two leveling cross bars are connected with the skeleton of each modular unit respectively.
Thus, can guarantee the flatness between the modular unit, thereby improve the planeness of building the surface of wall that forms through said at least two leveling cross bars.
Further, said at least two leveling cross bars are connected with the skeletal fixation of each modular unit through L type bolt and the nut that is connected these L type bolt two ends respectively; In the junction of adjacent two modular units, an end of said L type bolt passes attaching nut behind the skeleton of adjacent two modular units simultaneously, and the other end passes attaching nut behind the leveling cross bar.
Thus, can realize the assembling between leveling cross bar and the template easily and fast through the nut at L type bolt and two ends thereof.
Further, said adjusting device comprises screw rodb base, and this screw rodb base is connected the back of template through syndeton; Screw mandrel withstands template after one end of this screw mandrel passes the screw on the screw rodb base, and the other end passes said connecting elements and is connected with is convenient to drive the structure that this screw mandrel rotates; Locking nut, this locking nut are arranged on the screw mandrel and are positioned at the lateral surface place of screw rodb base; Adjusting nut, said adjusting nut are arranged on the screw mandrel and are respectively the place, two sides that is positioned at connecting elements.
The installation of above-mentioned adjusting device and work are achieved in that earlier through syndeton screw rodb base are installed in the back of template that the screw mandrel that locking nut and adjusting nut will be housed then is respectively charged on screw rodb base and the connecting elements; Rotary screw makes an end of screw mandrel tightly withstand the back of template afterwards, and then the locking nut of screwing, and the completion adjusting device is connected with template; When being positioned at the adjusting nut at two sides places of connecting elements on the rotary screw rod; Nut is locked on screw rodb base and can't rotate because screw mandrel is locked; According to the worm drive principle, screw mandrel will move axially and then drive template and move forward and backward this moment, realize the adjustment to template position.
Wherein, said syndeton comprises and being separately positioned on the screw rodb base and outwardly directed upper arm card and underarm card, said leveling cross bar through and upper arm card and the adaptive card article of underarm card be connected in the groove between upper arm card and the underarm card.
Further, said bracing or strutting arrangement has two support columns; Said connecting elements is fixed on simultaneously between described two support columns and with adjusting device and is connected.
Thus, can guarantee the integral rigidity of bracing or strutting arrangement, thereby improve the Template Location precision through two support columns are set.
Further; Said connecting elements comprises and being oppositely arranged on the jackshaft and locking pressure plate and lock bracket that distance is adjustable; Have on the lock bracket two be symmetricly set on the jackshaft both sides and respectively with the cylindrical of said two support columns coupling the arc supporting surface, also be connected with on the said lock bracket and be used for the junction plate that is connected with adjusting device.
Further, be connected with at least two adjusting devices of arranging along this support column axially spaced-apart on the support column of said bracing or strutting arrangement respectively, said at least two adjusting devices are connected with the back of template respectively.
Further; Said top stretch mechanism comprise base and be installed on the base and with the consistent worm screw of said support column quantity; Be with the worm gear that cooperates with this worm screw on each worm screw respectively; The lower end of each support column is enclosed within respectively on the corresponding worm screw and through corresponding worm gear and supports, and said each worm gear is respectively through external worm drive rotation.
Further, the lower end of each support column is separately installed with the anticreep drag hook, and the lower end of said anticreep drag hook is provided with the anticreep tooth that can act on corresponding worm gear lower surface, leaves the gap between this anticreep tooth and the corresponding worm gear lower surface.
Aspect that the utility model is additional and advantage part in the following description provide, and part will become obviously from the following description, or recognize through the practice of the utility model.
Description of drawings
Fig. 1 is used to build the overall structure sketch map of the construction formwork of indoor wall for the application.
Fig. 2 is the johning knot composition of leveling cross bar and form cage among the application.
Fig. 3 is the johning knot composition of adjusting device and template among the application.
Fig. 4 is the structural representation of connecting elements among the application.
Fig. 5 stretches the structural representation of mechanism for top among the application.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done further explanation.
At first, in this application, term " preceding ", " back ", " on ", D score, " left side ", " right side " and " back side " are the position relation based on accompanying drawing, only are for the ease of describing, can not being interpreted as the restriction to the utility model.
Wherein, " preceding ", " back " direction be among Fig. 1 perpendicular to the direction of panel 7a, " on ", the D score direction is the short transverse of template 7 among Fig. 1, " left side ", " right side " direction are the width of template 7 among Fig. 1.
As shown in Figure 1; Being equipped with two between end face 5 at the construction field (site) and the ground 6 is oppositely arranged and the template 7 and template 10 vertical with end face 5 and ground 6; The left side of template 7 and template 10 is a column 9; The right side is similarly the column (not shown), builds the die cavity of body of wall through column 9 formations of template 7, template 10 and both sides thereof.End face 5 wherein, ground 6 and column 9 are all promptly built up before body of wall is built.
For template 7 and template 10 are supported the location, the way of taking usually is respectively at the Back Mounted scaffold of template 7 and template 10, utilizes the numerous tension members between scaffold and the template to fix template 7 and template 10 then.In addition, the spacing for control template 7 and template 10 also is typically provided with many pull bars and thickness cushion block between template 7 and template 10.
The application's idea is; Through design a kind of quick and reliable and stable location structure simple in structure, easy and simple to handle in template 7 and the template 10 wherein one support the location, and the position of another piece is only controlled through pull bar between template 7 and the template 10 and thickness cushion block.Like this, just can improve the efficiency of construction of body of wall greatly.The application's embodiment selects template 7 is supported the location, and concrete way is following.
As shown in Figure 1; The back of this template 7 is connected with at least one and is used to drive the adjusting device 3 that this template 7 moves forward and backward; This adjusting device 3 is installed on the bracing or strutting arrangement 1; Said bracing or strutting arrangement 1 comprise at least one through the top stretch the 1b of mechanism vertical fixing in the ground 6 of job site and the support column 1a between the end face 5, said adjusting device 3 is installed on the said support column 1a through connecting elements 2.
Said top is stretched the 1b of mechanism and is had telescopic structure, and it both can be installed in the bottom of support column 1a, also can be installed in the top of support column 1a, perhaps, can be installed in bottom and the top of support column 1a simultaneously; In addition, the 1b of mechanism is stretched on the top can also be installed in the upward position between its two ends of support column 1a, so that support column 1a is divided into following two parts in the mountain of axially relative motion.In a word, stretch the 1b of mechanism, can accomplish fixing fast between the support column 1a axial compression end face 5 and ground 6 at the construction field (site) to support column 1a through the top.
Fig. 5 shows and pushes up the preferred structure of stretching the 1b of mechanism in the utility model.As shown in Figure 5; Said top stretch the 1b of mechanism comprise base 1.1 and be installed on the base 1.1 and with the consistent worm screw 1.2 of said support column 1a quantity; Be with the worm gear 1.3 that cooperates with this worm screw 1.2 on each screw rod 1.2 respectively; The lower end of each support column 1a is enclosed within respectively on the corresponding worm screw 1.2 and through corresponding worm gear 1.3 and supports, and said each worm gear 1.3 is respectively through external worm screw (not shown) driven in rotation.
Shown in Figure 5, when base 1.1 was provided with two worm screws 1.2, the worm gear 1.3 on each worm screw 1.2 can be simultaneously and same external worm engaging, thereby two worm gears 1.3 are rotated also synchronously can form self-locking through rotating this external worm screw; Certainly, these two worm gears 1.3 also can be respectively by different external worm drive.When external worm drive worm gear 1.3 rotated, because worm gear 1.3 cooperates with worm screw 1.2, so worm gear 1.3 also can be along worm screw 1.2 axially-movables in rotation, and then are asking support column 1a along worm screw 1.2 axially-movables.After the top of support column 1a contacted with end face 5 and presses, support column 1a was tightly fixing by end face 5 and base 1.1 applied pressures.
In addition, as shown in Figure 5, the lower end of each support column 1a also is equipped with anticreep drag hook 1.4 respectively, and the lower end of said anticreep drag hook 1.4 is provided with the anticreep tooth that can act on corresponding worm gear 1.3 lower surfaces, leaves the gap between this anticreep tooth and corresponding worm gear 1.3 lower surfaces.Support column 1a stretches the 1b of mechanism with the top and separates when anticreep drag hook 1.4 being set can preventing to carry.
As shown in Figure 1; For above-mentioned this gang form; In order to ensure the flatness between the modular unit 7.1, the back of this template 7 also is provided with at least two along the spaced leveling cross bar 8 of template 7 short transverses, and said at least two leveling cross bars 8 are connected with the skeleton 7b of each modular unit 7.1 respectively.
Concrete connected mode is as shown in Figure 2.Like Fig. 2, said at least two leveling cross bars 8 are fixedly connected with the skeleton 7b of each modular unit 7.1 through L type bolt 11 and the nut that is connected these L type bolt 11 two ends respectively; In the junction of adjacent two modular units 7.1, an end of said L type bolt 11 passes attaching nut 13 behind the skeleton 7b of adjacent two modular units 7.1 simultaneously, and the other end passes leveling cross bar 8 back attaching nuts 12.
As shown in Figure 2, through top leveling cross bar 8 is installed, when front and back misplace between the panel 7a of adjacent two modular units 7.1, can carry out leveling through clamp nut 12.
As shown in Figure 3, said adjusting device 3 comprises screw rodb base 3a, and this screw rodb base 3a is connected the back of template 7 through syndeton 4; Screw mandrel 3c, the end of this screw mandrel 3c withstands template 7 after passing the screw on the screw rodb base 3a, and the other end passes said connecting elements 2 and is connected with is convenient to drive the structure that this screw mandrel 3c rotates; Locking nut 3b, this locking nut 3b are arranged on the lateral surface place that screw mandrel 3c went up and be positioned at screw rodb base 3a; Adjusting nut 3d, 3e, said adjusting nut 3d, 3e are arranged on screw mandrel 3c and go up and be respectively the place, two sides that is positioned at connecting elements 2.
As shown in Figure 3; The installation of adjusting device 3 and work are achieved in that earlier through syndeton 4 screw rodb base 3a are installed in the back of template 7 that the screw mandrel 3c that locking nut 3b and adjusting nut 3d, 3e will be housed then is respectively charged on screw rodb base 3a and the connecting elements 2; Rotary screw 3c makes the end of screw mandrel 3c tightly withstand the back of template 7 afterwards, and then the locking nut 3b that screws, and completion adjusting device 3 is connected with template 7; When being positioned at adjusting nut 3d, the 3e at the two sides place of connecting elements 2 on the rotary screw rod 3c; Nut 3b is locked on screw rodb base 3a and can't rotate because screw mandrel 3c is locked; According to the worm drive principle; Screw mandrel 3c will move axially and then drive template and move forward and backward this moment, realize the adjustment to template 7 positions.
As shown in Figure 3; Further; Said syndeton 4 comprises and is separately positioned on that screw rodb base 3a goes up and outwardly directed upper arm card 4a and underarm card 4b, said leveling cross bar 8 through and upper arm card 4a and the adaptive card article 4c of underarm card 4b be connected in the groove between upper arm card 4a and the underarm card 4b.At this moment, rotary screw 3c will make the end of screw mandrel 3c tightly withstand leveling cross bar 8, thereby make adjusting device 3 fixing with leveling cross bar 8.
This shows; Said structure make between adjusting device 3 and the template 7 and adjusting device 3 and connecting elements 2 between be connected almost not along template 7 gap of the direction of motion backward; Like this; In case with the adjustment of the front and back position of template 7 fixing after, template 7 not can because of reasons such as pressurized take place before and after displacement, thereby guarantee construction quality.
In addition; In order to improve the integral rigidity of bracing or strutting arrangement 1; The template displacement that minimizing causes because of the distortion of bracing or strutting arrangement 1, and since the increase of own wt after the form assembly, the support column 1a distortion that stress causes when the adjustment template; As shown in Figure 1, said bracing or strutting arrangement 1 has two support column 1a; Said connecting elements 2 is fixed on simultaneously between described two support column 1a and with adjusting device 3 and is connected.
As shown in Figure 4; Said connecting elements 2 comprises and is oppositely arranged on locking pressure plate 2b and the lock bracket 2c that jackshaft 2a goes up and distance is adjustable; Have on the lock bracket 2c two be symmetricly set on jackshaft 2a both sides and respectively with the cylindrical of said two support column 1a coupling arc supporting surface 2e, also be connected with on the said lock bracket 2c and be used for the junction plate 2d that is connected with adjusting device 3.
Wherein, can establish screw thread on the jackshaft 2a, and make the sleeve pipe at locking pressure plate 2b center and the screw thread on the jackshaft 2a suitable, thereby adjust the distance between locking pressure plate 2b and the lock bracket 2c through rotation lock pressing plate 2b.Locking pressure plate 2b respectively with two support column 1a tightly be pressed in two arc supporting surface 2e on the lock bracket 2c, thereby connecting elements 2 is fixed between two support column 1a.At this moment, the end of said screw mandrel 3c passes junction plate 2d, and adjusting nut 3d, 3e lay respectively at the both sides of junction plate 2d.
Can also connect at least two adjusting devices 3 of arranging on the support column 1a of the application's bracing or strutting arrangement 1 respectively along this support column 1a axially spaced-apart; Said at least two adjusting devices 3 are connected with the back of template 7 respectively, thereby can adjust the front and back position at template 7 differing heights places.In addition, according to the width of template 7, bracing or strutting arrangement 1 can also be provided with many groups along the width of template 7.
Claims (10)
1. be used to build the construction formwork of indoor wall; Comprise template (7); The back of this template (7) is connected with at least one and is used to drive the adjusting device (3) that this template (7) moves forward and backward; This adjusting device (3) is installed on the bracing or strutting arrangement (1), it is characterized in that: said bracing or strutting arrangement (1) comprise at least one through the top stretch mechanism (1b) vertical fixing in the ground (6) of job site and the support column (1a) between the end face (5), said adjusting device (3) is installed on the said support column (1a) through connecting elements (2).
2. the construction formwork that is used to build indoor wall as claimed in claim 1; It is characterized in that: said template (7) is spliced by at least two modular units (7.1), and said at least two modular units (7.1) are made up of panel (7a) and the skeleton (7b) that is arranged on panel (7a) back respectively; The back of this template (7) also is provided with at least two along template (7) the spaced leveling cross bar of short transverse (8), and said at least two leveling cross bars (8) are connected with the skeleton (7b) of each modular unit (7.1) respectively.
3. the construction formwork that is used to build indoor wall as claimed in claim 2 is characterized in that: said at least two leveling cross bars (8) are fixedly connected with the skeleton (7b) of each modular unit (7.1) through L type bolt (11) and the nut that is connected these L type bolt (11) two ends respectively; In the junction of adjacent two modular units (7.1), an end of said L type bolt (11) passes skeleton (7b) the back attaching nut (13) of adjacent two modular units (7.1) simultaneously, and the other end passes leveling cross bar (8) back attaching nut (12).
4. like claim 1, the 2 or 3 described construction formworks that are used to build indoor wall, it is characterized in that: said adjusting device (3) comprises screw rodb base (3a), and this screw rodb base (3a) is connected the back of template (7) through syndeton (4); Screw mandrel (3c), an end of this screw mandrel (3c) withstand template (7) after passing the screw on the screw rodb base (3a), and the other end passes said connecting elements (2) and is connected with is convenient to drive the structure that this screw mandrel (3c) rotates; Locking nut (3b), this locking nut (3b) are arranged on the lateral surface place that screw rodb base (3a) was gone up and be positioned to screw mandrel (3c); Adjusting nut (3d, 3e), said adjusting nut (3d, 3e) are arranged on screw mandrel (3c) and go up and be respectively the place, two sides that is positioned at connecting elements (2).
5. the construction formwork that is used to build indoor wall as claimed in claim 4; It is characterized in that: said syndeton (4) comprises and is separately positioned on that screw rodb base (3a) is gone up and outwardly directed upper arm card (4a) and underarm card (4b), said leveling cross bar (8) through and upper arm card (4a) and the adaptive card article (4c) of underarm card (4b) be connected in the groove between upper arm card (4a) and the underarm card (4b).
6. like claim 1, the 2 or 3 described construction formworks that are used to build indoor wall, it is characterized in that: said bracing or strutting arrangement (1) has two support columns (1a); Said connecting elements (2) is fixed on simultaneously between described two support columns (1a) and with adjusting device (3) and is connected.
7. the construction formwork that is used to build indoor wall as claimed in claim 6; It is characterized in that: said connecting elements (2) comprises and is oppositely arranged on locking pressure plate (2b) and the lock bracket (2c) that jackshaft (2a) is gone up and distance is adjustable; Have on the lock bracket (2c) two be symmetricly set on jackshaft (2a) both sides and respectively with the cylindrical of said two support columns (1a) coupling arc supporting surface (2e), also be connected with on the said lock bracket (2c) and be used for the junction plate (2d) that is connected with adjusting device (3).
8. like claim 1, the 2 or 3 described construction formworks that are used to build indoor wall; It is characterized in that: be connected with at least two adjusting devices (3) of arranging along this support column (1a) axially spaced-apart on the support column (1a) of said bracing or strutting arrangement (1) respectively, said at least two adjusting devices (3) are connected with the back of template (7) respectively.
9. like claim 1, the 2 or 3 described construction formworks that are used to build indoor wall; It is characterized in that: said top is stretched mechanism (1b) and is comprised base (1.1) and be installed in the last and worm screw (1.2) consistent with said support column (1a) quantity of base (1.1); Be with the worm gear (1.3) that cooperates with this worm screw (1.2) on each worm screw (1.2) respectively; The lower end of each support column (1a) is enclosed within corresponding worm screw (1.2) respectively and goes up and support through corresponding worm gear (1.3), and said each worm gear (1.3) is respectively through external worm drive rotation.
10. the construction formwork that is used to build indoor wall as claimed in claim 9; It is characterized in that: the lower end of each support column (1a) is separately installed with anticreep drag hook (1.4); The lower end of said anticreep drag hook (1.4) is provided with the anticreep tooth that can act on corresponding worm gear (1.3) lower surface, leaves the gap between this anticreep tooth and corresponding worm gear (1.3) lower surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204014645U CN202299399U (en) | 2011-10-20 | 2011-10-20 | Building template for pouring indoor wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204014645U CN202299399U (en) | 2011-10-20 | 2011-10-20 | Building template for pouring indoor wall |
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| Publication Number | Publication Date |
|---|---|
| CN202299399U true CN202299399U (en) | 2012-07-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204014645U Expired - Fee Related CN202299399U (en) | 2011-10-20 | 2011-10-20 | Building template for pouring indoor wall |
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| CN (1) | CN202299399U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103206083A (en) * | 2013-04-15 | 2013-07-17 | 合肥建工集团有限公司 | Double-wall crack formwork support |
| CN103225354A (en) * | 2013-04-28 | 2013-07-31 | 上海振恒装饰工程有限公司 | Sound absorbing heat preservation wall |
| CN104213708A (en) * | 2014-10-09 | 2014-12-17 | 国家电网公司 | Integral construction method of anchor bolt-free fireproof wall |
| CN105926929A (en) * | 2014-10-15 | 2016-09-07 | 中铁四局集团有限公司 | Straight wall concrete pouring construction method |
| CN106703403A (en) * | 2016-11-18 | 2017-05-24 | 中国航天建设集团有限公司 | Pouring formwork and wall pouring equipment |
| CN107938828A (en) * | 2017-12-13 | 2018-04-20 | 江阴中创网络信息有限公司 | A kind of graphene EPS assembled architecture systems |
| CN108775147A (en) * | 2018-07-02 | 2018-11-09 | 赵路航 | A kind of wall body casting template supporting construction device |
| CN109227895A (en) * | 2018-01-02 | 2019-01-18 | 太空智造股份有限公司 | A kind of adjustment devices and methods therefor of building board frame |
| CN114293764A (en) * | 2022-01-24 | 2022-04-08 | 中国建筑第八工程局有限公司 | Unilateral formwork supporting device |
| CN115506578A (en) * | 2022-09-30 | 2022-12-23 | 上海强荣建设集团有限公司 | Template of arc building and template system of constituteing thereof |
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2011
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103206083A (en) * | 2013-04-15 | 2013-07-17 | 合肥建工集团有限公司 | Double-wall crack formwork support |
| CN103225354A (en) * | 2013-04-28 | 2013-07-31 | 上海振恒装饰工程有限公司 | Sound absorbing heat preservation wall |
| CN104213708A (en) * | 2014-10-09 | 2014-12-17 | 国家电网公司 | Integral construction method of anchor bolt-free fireproof wall |
| CN105926929B (en) * | 2014-10-15 | 2018-01-30 | 中铁四局集团有限公司 | A kind of pouring construction method of stalk concrete |
| CN105926929A (en) * | 2014-10-15 | 2016-09-07 | 中铁四局集团有限公司 | Straight wall concrete pouring construction method |
| CN106703403B (en) * | 2016-11-18 | 2019-07-12 | 中国航天建设集团有限公司 | Formwork for placing and wall placing installation |
| CN106703403A (en) * | 2016-11-18 | 2017-05-24 | 中国航天建设集团有限公司 | Pouring formwork and wall pouring equipment |
| CN107938828A (en) * | 2017-12-13 | 2018-04-20 | 江阴中创网络信息有限公司 | A kind of graphene EPS assembled architecture systems |
| CN109227895A (en) * | 2018-01-02 | 2019-01-18 | 太空智造股份有限公司 | A kind of adjustment devices and methods therefor of building board frame |
| CN109227895B (en) * | 2018-01-02 | 2024-04-09 | 立方数科股份有限公司 | Adjusting device and method for building board frame |
| CN108775147A (en) * | 2018-07-02 | 2018-11-09 | 赵路航 | A kind of wall body casting template supporting construction device |
| CN114293764A (en) * | 2022-01-24 | 2022-04-08 | 中国建筑第八工程局有限公司 | Unilateral formwork supporting device |
| CN115506578A (en) * | 2022-09-30 | 2022-12-23 | 上海强荣建设集团有限公司 | Template of arc building and template system of constituteing thereof |
| CN115506578B (en) * | 2022-09-30 | 2024-04-26 | 上海强荣建设集团有限公司 | Template of arc building and template system formed by same |
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