CN110541563A - building template - Google Patents
building template Download PDFInfo
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- CN110541563A CN110541563A CN201910794765.XA CN201910794765A CN110541563A CN 110541563 A CN110541563 A CN 110541563A CN 201910794765 A CN201910794765 A CN 201910794765A CN 110541563 A CN110541563 A CN 110541563A
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- Prior art keywords
- template
- wear
- nut
- resistant layer
- rod
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
Abstract
The utility model provides a building template, template include first wearing layer, enhancement layer and second wearing layer, and the inside nut that is equipped with of template, nut border are equipped with the fixed block that is equipped with the expansion, and the fixed block is established between first wearing layer and second wearing layer and the nut passes first wearing layer, be equipped with the gag lever post that intersects with the fixed block on the fixed block, be equipped with the spacing groove on the first wearing layer, the gag lever post is established in the spacing inslot, adopts pre-buried nut's mode to solve the problem that more leads to unable reuse of drilling in the template in the construction, and the template adopts the multilayer plate body to splice, buries the template with the nut inside in the concatenation, under the effect through fixed block and gag lever post, makes the nut more stable in the template inside, the risk that can not appear the hourglass, has also increased building template's life.
Description
Technical Field
The invention relates to the field of buildings, in particular to a building template.
background
The building formwork is a temporary supporting structure, which is manufactured according to the design requirements, so that the concrete structure and the members are formed according to the specified positions and geometric dimensions, the correct positions of the concrete structure and the members are kept, and the self weight of the building formwork and the external load acting on the building formwork are borne. The purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost. A building template structure for cast-in-place concrete structural engineering construction mainly comprises a panel, a supporting structure and a connecting piece. The panel is a bearing plate directly contacting with newly cast concrete; the supporting structure is a temporary structure for supporting the panel, the concrete and the construction load, so that the building template structure is firmly combined and is not deformed or damaged; the connecting piece is a fitting for integrally connecting the panel and the support structure.
but when the panel of template was built at present, many bearing structure's circular steel tube need support, and many bearing structure's circular steel tube also need a large amount of connecting pieces to connect, and it is longer when building the building templates, also very inconvenient when dismantling the building templates, and the back is solidified to the concrete thick liquid, prizes the template, causes the template to damage, and the efficiency of construction is lower. When the building template is used, a plurality of building templates are combined into a required shape, holes are drilled in proper positions of the templates, the templates are fixed with each other by penetrating through the templates through screws or iron wires, the drilled holes in the recycled building templates are recycled, when the building template is used subsequently, if the existing drilled holes are not used or the positions are not suitable, the holes are required to be drilled additionally, after the building template is used for multiple times, the holes can be fully distributed on the building template, the building template cannot be reused, and the problem that wood boards are damaged in the carrying or assembling process or due to weather factors is long.
the Chinese patent CN108240108A 'building template' has a clamping part arranged on the template, so that the plurality of plate bodies can be clamped on the iron bar to form the building template, and the structure is not firm in the actual construction process, and the template with the clamping part is inconvenient and occupies space in the transportation process.
Chinese patent CN109162443A "a building templates" adopts the mode of first curb plate, second curb plate concatenation to reduce and piles up the shared height of two building templates of placing, and this building templates has the advantage that storage and transportation cost are low, but this building templates manufacturing cost is higher, and template itself is heavier, when form removal, has increased staff's intensity of labour, and it is comparatively inconvenient at form removal dress mould.
disclosure of Invention
The invention mainly aims to provide a building template, which solves the problems that the building template is long in time consumption, the building template is very inconvenient to disassemble, the template is damaged due to prying of the template after concrete slurry is solidified, and the construction efficiency is low.
in order to solve the technical problems, the technical scheme adopted by the invention is as follows: a building template comprises a template, wherein the template comprises a first wear-resistant layer, a reinforcing layer and a second wear-resistant layer, a nut is arranged in the template, an unfolded fixed block is arranged on the periphery of the nut, the fixed block is arranged between the first wear-resistant layer and the second wear-resistant layer, and the nut penetrates through the first wear-resistant layer;
The fixed block is provided with a limiting rod crossed with the fixed block, the first wear-resistant layer is provided with a limiting groove, and the limiting rod is arranged in the limiting groove;
The template is internally provided with a bubble level meter which is parallel and level with the surface of the template.
In the preferred scheme, the reinforcing layer is positioned between the first wear-resistant layer and the second wear-resistant layer, the reinforcing layer is provided with an embedded groove, and the nut is arranged in the embedded groove;
The first wear-resistant layer, the reinforcing layer and the second wear-resistant layer are connected in a pressing and bonding mode;
the thickness ratio of the first wear-resistant layer to the second wear-resistant layer is 1: 0.5.
In the preferred scheme, including the die carrier, the template is established on the die carrier, and the die carrier below is equipped with the support frame that many connecting rods are constituteed, is equipped with many crossbeams that parallel between support frame and the die carrier, the template passes through straining mechanism to be fixed on the die carrier, straining mechanism structure is: the die comprises a tension rod, wherein one end of the tension rod is in threaded connection with a die plate, the other end of the tension rod penetrates through a die carrier and a parallel cross beam and is reversely locked through a lock nut, a limiting plate is arranged between the lock nut and the cross beam, and a locking part is arranged at the end part of the lock nut;
The supporting frame is provided with a plurality of bottom supporting rods below, each bottom supporting rod comprises a first supporting leg and a second supporting leg, an adjusting rod is arranged between each first supporting leg and the corresponding second supporting leg, two ends of each adjusting rod are in threaded connection with the first supporting legs and the second supporting legs, and the thread rotating directions of the two ends of each adjusting rod are opposite.
In the preferred scheme, the die carrier includes the frame, and the frame is inside to be equipped with latticed reinforcement frame, the frame week is equipped with a plurality of through-holes, a plurality of die carriers pass the through-hole through the nut and connect.
In the preferred scheme, two parallel cross beams are arranged on the supporting frames, and a stabilizing frame is arranged between the two parallel supporting frames.
In the preferred scheme, crossbeam one end is equipped with first connecting block, and the other end is equipped with the second connecting block, a plurality of crossbeams pass through second connecting block and first connecting block concatenation connection.
In a preferred scheme, the connecting rods are connected through a mounting plate.
In the preferred scheme, the end part of the bottom support rod is provided with a transverse connecting rod, and the transverse connecting rod is connected with the mounting plate.
In the preferred scheme, adjusting rods are arranged on two sides of each adjusting rod, guard plates are arranged on two sides of each adjusting rod, one end of each guard plate is connected with the first supporting leg, and the other end of each guard plate is connected with the second supporting leg;
The middle part of the adjusting rod is provided with a handle.
in the preferred scheme, backplate one end is equipped with waist type hole, the backplate passes waist type hole through the screw and is connected with first supporting leg.
The invention provides a building template, which solves the problem that the template cannot be reused due to more drilled holes in the template during construction by adopting a nut pre-embedding mode.
adopt the support frame to form a whole with die carrier and template, the bottom sprag pole is used for supporting this whole, when the installation template, install the bottom sprag pole earlier, the back finishes in the installation, install the support frame again, a whole of die carrier and template, very easy to assemble, the order during dismantlement is also, rotate earlier the regulation pole, make template and concrete wall separation, it builds up once to form a whole through crane or freight elevator fortune to tear down the support frame and die carrier and template, tear down the bottom sprag pole again and build once to go to last through crane or freight elevator fortune.
after the concrete floor solidifies the sclerosis, through adjusting the regulation pole, make the template downstream, make the template drop, implemented the not damaged of template and connected and demolish, solved the defect that ordinary template used the iron nail to connect, improved the availability factor and the life-span of template, the dismouting is fast, and the transportation is convenient, and simple structure is fit for using widely.
Drawings
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
FIG. 1 is a block diagram of the template of the present invention;
FIG. 2 is an exploded view of the nut within the form of the present invention;
FIG. 3 is a view of the nut of the present invention;
FIG. 4 is a front cross-sectional view of the die plate of the present invention;
FIG. 5 is a side cross-sectional view of the die plate of the present invention;
FIG. 6 is a general block diagram of the present invention;
FIG. 7 is a front view block diagram of the present invention;
FIG. 8 is a view of the construction of the form and support assembly of the present invention;
FIG. 9 is a front view of the form and support frame assembly of the present invention;
FIG. 10 is a structural view of a mounting stabilizer of two support frames of the present invention;
FIG. 11 is a view of the support frame of the present invention;
FIG. 12 is a diagram of a dual beam and connector block of the present invention;
FIG. 13 is a view showing the mounting structure of the supporting frame and the mold frame according to the present invention;
FIG. 14 is a view showing the construction of the mold frame of the present invention;
FIG. 15 is a cross-sectional view of the form locked to the support of the present invention;
FIG. 16 is a front cross-sectional view of the form locked to the support frame of the present invention;
FIG. 17 is a view of the bottom support pole of the present invention;
FIG. 18 is a disassembled view of the bottom support pole of the present invention;
FIG. 19 is a view of the structure of the adjustment lever of the present invention;
In the figure: a template 1; a nut 101; a first wear resistant layer 102; a reinforcing layer 103; a second wear layer 104; a fixed block 105; a pre-buried groove 106; a stopper rod 107; a limiting groove 108; a bubble level 109; a mold frame 2; a frame 201; a reinforcing frame 202; a support frame 3; a cross beam 301; a connecting rod 302; a mounting plate 303; a bottom support bar 4; a transverse connecting bar 401; a first support leg 402; a base plate 403; a second support foot 404; a stabilizer 5; a tensioning mechanism 6; a tension bar 601; a limit plate 602; a lock nut 603; a locking portion 604; a connecting block 7; a first connection block 701; a second connection block 702; an adjusting lever 8; a left-hand threaded section 801; a right-hand threaded section 802; a handle 803; a guard plate 9; kidney shaped holes 901.
Detailed Description
Example 1
as shown in fig. 1-19, a building template, including die carrier 2, die carrier 2 top is equipped with template 1, and die carrier 2 below is equipped with the support frame 3 that many connecting rods 302 are constituteed, is equipped with many crossbeams 301 that parallel between support frame 3 and the die carrier 2, template 1 is fixed on die carrier 2 through straining device 6, straining device 6 structure is: the device comprises a tension rod 601, one end of the tension rod 601 is in threaded connection with a template 1, the other end of the tension rod passes through a die carrier 2 and a parallel cross beam 301 and is reversely locked through a locking nut 603, a limiting plate 602 is arranged between the locking nut 603 and the cross beam 301, a locking part 604 is arranged at the end part of the locking nut 603, a plurality of bottom support rods 4 are arranged below a support frame 3, each bottom support rod 4 comprises a first support leg 402 and a second support leg 404, an adjusting rod 8 is arranged between the first support leg 402 and the second support leg 404, two ends of the adjusting rod 8 are in threaded connection with the first support leg 402 and the second support leg 404, and the thread rotating directions of two ends of. From this structure, as shown in fig. 1, 3, template 1 and die carrier 2 are installed at support frame 3, support frame 3 is installed on bottom sprag pole 4, wherein support frame 3 forms a whole with die carrier 2 and template 1, bottom sprag pole 4 is used for supporting this whole, when the installation template, install bottom sprag pole 4 earlier, after the installation finishes, install support frame 3 again, a whole of die carrier 2 and template 1, very easy to assemble, the order during dismantlement is also, rotatory regulation pole 8 earlier, make template 1 and concrete wall body separation, it forms a whole through crane or freight elevator fortune once to build to tear down support frame 3 and die carrier 2 and template 1, tear down bottom sprag pole 4 and transport through crane or freight elevator and build to last.
As shown in fig. 14, nuts are embedded in the form 1, one end of each nut is connected to the form 1 by a tightening rod 601, the other end of each nut passes through two cross beams 301, the nuts are locked by locking nuts 603 and 603 in the opposite direction, and the tightening part 604 is adjusted by a wrench to tighten the form 1 downward.
The inside bubble spirit level 109 that is equipped with of template 1, bubble spirit level 109 and template 1 surface parallel and level. With this structure, the bubble level 109 is attached to the inside of the template 1, and the bubble level 109 can observe whether or not the template 1 is flat.
in a preferable scheme, the mold frame 2 comprises a frame 201, a latticed reinforcing frame 202 is arranged inside the frame 201, a plurality of through holes are formed in the periphery of the frame 201, and the mold frames 2 penetrate through the through holes through nuts to be connected. With this structure, the frame 201 and the reinforcing frame 202 are generally made of aluminum, which is more lightweight, the reinforcing frame 202 also serves to support and reinforce the structural performance, and the plurality of mold frames 2 are connected by screw threads, as shown in fig. 8, and holes on the mold frames 2 are used to connect the frame 201.
in a preferable scheme, two parallel cross beams 301 are arranged on the support frames 3, and a stabilizing frame 5 is arranged between the two parallel support frames 3. From this structure, two crossbeams 301 that parallel can be used for among the above-mentioned spacing with taut straining device 6 that is used for, be equipped with certain clearance between two crossbeams 301 that parallel, the die carrier 2 of easy to assemble, wherein the structure of support frame 3 is as shown in figure 6, assembles into a big support frame 3 through a plurality of support frames 3, adopts stabilizer 5 to connect between the support frame 3, and is more stable.
In a preferable scheme, one end of the beam 301 is provided with a first connecting block 701, the other end of the beam 301 is provided with a second connecting block 702, and the plurality of beams 301 are connected with the first connecting block 701 through the second connecting block 702 in a splicing manner. From this structure, each support frame 3 passes through second connecting block 702 and first connecting block 701 concatenation connection, and second connecting block 702 and first connecting block 701 are equipped with a plurality of through-holes, through-hole internally mounted screw.
preferably, the connecting rods 302 are connected through a mounting plate 303. With this structure, the mounting plate 303 is used to connect the connecting rods 302, so that the connecting rods 302 are more firmly and stably used.
In a preferable scheme, a transverse connecting rod 401 is arranged at the end part of the bottom support rod 4, and the transverse connecting rod 401 is connected with the mounting plate 303. With this structure, as shown in fig. 2, the horizontal connecting rod 401 is mounted on the mounting plate 303 and also functions to connect the two support frames 3.
In a preferable scheme, adjusting rods 8 are arranged on two sides of the adjusting rod 8, guard plates 9 are arranged on two sides of the adjusting rod 8, one end of each guard plate 9 is connected with the first supporting leg 402, the other end of each guard plate is connected with the second supporting leg 404, and a handle 803 is arranged in the middle of the adjusting rod 8. From this structure, adjust the planarization that pole 8 was used for adjusting the junction between two templates 1, the screw thread direction of rotation at the regulation pole 8 both ends is different, the aforesaid has been described, adjust pole 8 and first supporting legs 402 and second supporting legs 404 threaded connection, because the screw thread direction of rotation at the regulation pole 8 both ends is different, in rotatory regulation pole 8, can adjust the distance of first supporting legs 402 and second supporting legs 404 support, when removing the mould, only need rotate the hand (hold) 803 of adjusting pole 8, make template 1 drop, conveniently dismantle template 1.
wherein the apron 9 serves to fix or reinforce the first support foot 402 and the second support foot 404.
In a preferable scheme, one end of the guard plate 9 is provided with a waist-shaped hole 901, and the guard plate 9 passes through the waist-shaped hole 901 by a screw to be connected with the first supporting leg 402. With this configuration, the use of the kidney-shaped hole 901 can avoid this problem because the distance between the first support leg 402 and the second support leg 404 varies.
In a preferable scheme, the template 1 comprises a first wear-resistant layer 102, a reinforcing layer 103 and a second wear-resistant layer 104, a nut 101 is arranged inside the template 1, an expanded fixing block 105 is arranged around the nut 101, the fixing block 105 is arranged between the first wear-resistant layer 102 and the second wear-resistant layer 104, the nut 101 penetrates through the first wear-resistant layer 102, a limiting rod 103 which is crossed with the fixing block 105 is arranged on the fixing block 105, a limiting groove 108 is arranged on the first wear-resistant layer 102, and the limiting rod 103 is arranged inside the limiting groove 108. From this structure, as the structure shown in fig. 1~5, adopt three layer construction's template 1, set up nut 101 inside three layer construction, through compressing tightly the nut 101 of tightly wrapping of bonding connection three layer construction template 1, make nut 101 can not the run-off, make the better laminating of template 1 on die carrier 2.
In a preferable scheme, the reinforcing layer 103 is located between the first wear-resistant layer 102 and the second wear-resistant layer 104, the reinforcing layer 103 is provided with an embedded groove 106, and the nut 101 is arranged in the embedded groove 106. By the structure, the embedded groove 106 is directly punched when the reinforcing layer 103 is processed with the positioning nut 101 and the reinforcing layer 106 and is matched with the nut 101, so that the nut 101 is prevented from loosening in use, the processing and the recovery are convenient, the template 1 is split during the recovery, and the nut 101 can be taken down for classified recovery.
the first wear-resistant layer 102, the reinforcing layer 103 and the second wear-resistant layer 104 are connected by compression bonding. The ratio of the thicknesses of the first wear-resistant layer 102 and the second wear-resistant layer 104 is 1: 0.5. from this structure, adopt to compress tightly bonding connection to make first wearing layer 102, enhancement layer 103 and second wearing layer 104 more closely laminate, first wearing layer 102 is thick with second wearing layer 104, and first wearing layer 102 will bear the downward pressure of fixed block 105 of nut 101, also plays the supporting role.
Example 2
As further illustrated in connection with example 1, in use, the building formwork transports a large number of tie bars 302, mounting plates 303, cross beams 301, bottom support bars 4 and formworks 1 from the factory, as shown in figures 1 to 17.
After arriving at the construction site, the connecting rods 302, the mounting plates 303 and the cross beams 301 are installed into the supporting frame 3 structure as shown in fig. 6, and the bottoms of the two supporting frames 3 arranged side by side are connected by the stabilizer 5.
After the support frame 3 is installed, the mold frame 2 is installed on the cross beam 301, the template 1 is laid on the mold frame 2, the template 1 is locked on the support frame 3 through the tensioning rod 601 and the locking nut 603, so that the support frame 3, the mold frame 2 and the template 1 form a whole, as shown in fig. 3, two templates 1 can be installed on the whole, the size of one template is 1Mx2M, the whole size is 2Mx1.5M, the templates are all made of aluminum materials, and the whole weight is 25-30 kg.
After installing above-mentioned mechanism, install bottom sprag pole 4 according to the drawing in the construction site, the position of bottom sprag pole 4 need not be very accurate, with bottom sprag pole 4 position after the alignment, constructor lifts up support frame 3 and installs on bottom sprag pole 4's transverse connection rod 401, after the installation finishes in proper order, inspects the roughness of template 1 to adjust through adjusting pole 8.
after the concrete slurry is solidified, a plurality of constructors rotate the adjusting rod 8 to enable the template 1 to move downwards, the template 1 is enabled to fall off, after the template 1 falls off for a certain distance, the connection between the die carriers 2 is firstly disassembled, then the bottom supporting rod 4 is disassembled, the supporting frame 3, the die carriers 2 and the template 1 are enabled to fall off integrally, the concrete slurry is put up last time by being transported through a crane or a freight elevator, and then the bottom supporting rod 4 is dismantled and put up last time by being transported through the crane or the freight elevator.
The disassembly sequence should be removed from the crane or freight elevator hatches so that transport is facilitated.
example 3
as further described in conjunction with embodiment 1 or 2, as shown in fig. 1 to 5, the first wear-resistant layer 102 and the second wear-resistant layer 104 are made of a mixture of mineral powder, sawdust and calcium carbonate, so as to enhance the wear-resistant performance of the wear-resistant layers and reduce the density of the building formwork. Mineral powder, sawdust and calcium carbonate form mixed slurry under the action of a reinforcer and water. The water in the mixed slurry is volatilized and condensed into blocks, so that the mineral powder and the sawdust are embedded in the wear-resistant layer. The mineral powder, the sawdust and the calcium carbonate have high-strength and high-hardness solid layers, and the wear resistance of the building template can be greatly improved.
the reinforcing layer 103 is made of plastic, calcium carbonate and water through mixing of a reinforcing agent, the formed building template can be effectively provided, the service life of the building template is prolonged in transportation, climate and repeated disassembly and assembly, and the building cost is greatly reduced.
The enhancer comprises magnesium oxide and magnesium chloride, and the mixing ratio of the magnesium oxide to the magnesium chloride is 1: 1. Preferably, the magnesium oxide may be light-burned magnesium oxide. Specifically, the light-burned magnesium oxide and the magnesium chloride aqueous solution are mixed according to a certain proportion, and can be gelled and hardened into a hardened body with high strength and good fireproof and heat insulation properties
The above-described embodiments are merely preferred embodiments of the present invention, and should not be construed as limiting the present invention, and the scope of the present invention is defined by the claims, and equivalents including technical features described in the claims. I.e., equivalent alterations and modifications within the scope hereof, are also intended to be within the scope of the invention.
Claims (10)
1. A building template is characterized in that: the wear-resistant composite plate comprises a template (1), wherein the template (1) comprises a first wear-resistant layer (102), a reinforcing layer (103) and a second wear-resistant layer (104), a nut (101) is arranged in the template (1), an expanded fixing block (105) is arranged on the periphery of the nut (101), the fixing block (105) is arranged between the first wear-resistant layer (102) and the second wear-resistant layer (104), and the nut (101) penetrates through the first wear-resistant layer (102);
A limiting rod (103) crossed with the fixing block (105) is arranged on the fixing block (105), a limiting groove (108) is arranged on the first wear-resistant layer (102), and the limiting rod (103) is arranged in the limiting groove (108);
the template (1) is internally provided with a bubble level meter (109), and the bubble level meter (109) is flush with the surface of the template (1).
2. A building template is characterized in that: the reinforcing layer (103) is positioned between the first wear-resistant layer (102) and the second wear-resistant layer (104), the reinforcing layer (103) is provided with an embedded groove (106), and the nut (101) is arranged in the embedded groove (106);
The first wear-resistant layer (102), the reinforcing layer (103) and the second wear-resistant layer (104) are connected in a compression bonding mode;
The ratio of the thicknesses of the first wear-resistant layer (102) and the second wear-resistant layer (104) is 1: 0.5.
3. the building panel as claimed in claim 1, wherein: including die carrier (2), establish on die carrier (2) template (1), die carrier (2) below is equipped with support frame (3) that many connecting rods (302) are constituteed, is equipped with many crossbeams (301) that parallel between support frame (3) and die carrier (2), fix on die carrier (2) template (1) through taut mechanism (6), taut mechanism (6) structure is: the die comprises a tension rod (601), one end of the tension rod (601) is in threaded connection with a die plate (1), the other end of the tension rod penetrates through a die carrier (2) and a parallel cross beam (301) and is reversely locked through a lock nut (603), a limit plate (602) is arranged between the lock nut (603) and the cross beam (301), and a locking part (604) is arranged at the end part of the lock nut (603);
a plurality of bottom supporting rods (4) are arranged below the supporting frame (3), each bottom supporting rod (4) comprises a first supporting leg (402) and a second supporting leg (404), an adjusting rod (8) is arranged between each first supporting leg (402) and each second supporting leg (404), two ends of each adjusting rod (8) are in threaded connection with the first supporting legs (402) and the second supporting legs (404), and the thread rotating directions of two ends of each adjusting rod (8) are opposite.
4. A building panel as claimed in claim 3, wherein: the die carrier (2) includes frame (201), and frame (201) inside is equipped with latticed reinforcement frame (202), frame (201) border is equipped with a plurality of through-holes, a plurality of die carriers (2) pass the through-hole through the nut and connect.
5. a building panel as claimed in claim 3, wherein: two parallel cross beams (301) are arranged on the support frames (3), and a stabilizing frame (5) is arranged between the two parallel support frames (3).
6. The building panel as claimed in claim 5, wherein: crossbeam (301) one end is equipped with first connecting block (701), and the other end is equipped with second connecting block (702), a plurality of crossbeams (301) are connected through second connecting block (702) and first connecting block (701) concatenation.
7. The building panel as claimed in claim 1, wherein: the connecting rods (302) are connected through a mounting plate (303).
8. A building panel as claimed in claim 3 or 7, wherein: the end part of the bottom support rod (4) is provided with a transverse connecting rod (401), and the transverse connecting rod (401) is connected with the mounting plate (303).
9. A building panel as claimed in claim 3, wherein: adjusting rods (8) are arranged on two sides of each adjusting rod (8), guard plates (9) are arranged on two sides of each adjusting rod (8), one end of each guard plate (9) is connected with the first supporting foot (402), and the other end of each guard plate is connected with the second supporting foot (404);
the middle part of the adjusting rod (8) is provided with a handle (803).
10. a building panel as claimed in claim 9, wherein: one end of the guard plate (9) is provided with a waist-shaped hole (901), and the guard plate (9) penetrates through the waist-shaped hole (901) through a screw to be connected with the first supporting leg (402).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910794765.XA CN110541563A (en) | 2019-08-23 | 2019-08-23 | building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910794765.XA CN110541563A (en) | 2019-08-23 | 2019-08-23 | building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110541563A true CN110541563A (en) | 2019-12-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910794765.XA Pending CN110541563A (en) | 2019-08-23 | 2019-08-23 | building template |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216602A (en) * | 2021-05-21 | 2021-08-06 | 深圳市正奥科技发展有限公司 | Assembled building template |
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| CN200975104Y (en) * | 2006-11-01 | 2007-11-14 | 马丙强 | Energy-saving building mould support frame component |
| CN204531389U (en) * | 2015-03-27 | 2015-08-05 | 赵路航 | Stretching template |
| CN105064684A (en) * | 2015-08-11 | 2015-11-18 | 中天建设集团有限公司 | Construction structure using two sections of screw rods |
| CN206562667U (en) * | 2017-03-21 | 2017-10-17 | 中国五冶集团有限公司 | A kind of quick pedestal anchor bolt structure in place |
| CN106948519A (en) * | 2017-05-16 | 2017-07-14 | 李美能 | Packaging type composite performance building dismantling-free formwork |
| CN207419483U (en) * | 2017-10-30 | 2018-05-29 | 湖南飞山奇建筑科技有限公司 | A kind of shield river levee aluminum alloy mould plate easily adjusted |
| CN207526105U (en) * | 2017-11-28 | 2018-06-22 | 中铁十二局集团第二工程有限公司 | A kind of support platform poured for floorboard |
| CN208748518U (en) * | 2017-12-29 | 2019-04-16 | 北京华横新技术开发公司 | A kind of formwork for placing support device |
| CN207974510U (en) * | 2018-01-29 | 2018-10-16 | 王子华 | Enhance composite plastic building shuttering |
| CN207847071U (en) * | 2018-02-01 | 2018-09-11 | 沭阳县新生代木制品厂 | A kind of lightweight building template |
| CN208075869U (en) * | 2018-05-03 | 2018-11-09 | 中国十七冶集团有限公司 | A kind of instruction device of steel form verticality and flatness |
| CN109372252A (en) * | 2018-09-20 | 2019-02-22 | 卢志宣 | A kind of building template |
| CN209163440U (en) * | 2018-11-30 | 2019-07-26 | 青岛一建集团有限公司 | A kind of easy-to-dismount late poured band support reinforcing construction |
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| CN113216602A (en) * | 2021-05-21 | 2021-08-06 | 深圳市正奥科技发展有限公司 | Assembled building template |
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