CN217461455U - Double-deck cast-in-place structure die carrier is striden with height to construction - Google Patents
Double-deck cast-in-place structure die carrier is striden with height to construction Download PDFInfo
- Publication number
- CN217461455U CN217461455U CN202221362206.5U CN202221362206U CN217461455U CN 217461455 U CN217461455 U CN 217461455U CN 202221362206 U CN202221362206 U CN 202221362206U CN 217461455 U CN217461455 U CN 217461455U
- Authority
- CN
- China
- Prior art keywords
- plate
- span
- beam plate
- plate structure
- low
- 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.)
- Active
Links
Images
Abstract
The utility model discloses a double-deck cast-in-place structure die carrier is striden with height to construction, include: the high span beam plate structure, high span beam plate structure one end and high span cantilever beam plate structure welded fastening, and the high span beam plate structure keep away from the one end of high span cantilever beam plate structure and low span beam plate structure welded fastening, the one end and the low span cantilever beam plate structure welded fastening that the high span beam plate structure was kept away from to the low span beam plate structure simultaneously, the high span beam plate structure evenly supports through the multiunit pole setting with the bottom of low span beam plate structure. This double-deck cast-in-place structure die carrier is striden with height to construction covers right splint, left splint respectively in the both sides of pole setting, and left side stationary blade, right side stationary blade cover in one side of horizontal pole simultaneously, and spacing jam plate covers the opposite side at the horizontal pole to this accomplishes the fixed work between pole setting, the horizontal pole, and the stability and the tightness of connecting between pole setting, the horizontal pole during operation are guaranteed to pole setting, horizontal pole.
Description
Technical Field
The utility model relates to a construction field specifically is a double-deck cast-in-place structure die carrier is striden with height to construction.
Background
At present, in order to meet the requirement of green construction, the design height difference between an underground garage and a tower roof of a large-scale public building and high-rise residential engineering is generally about 1-2 meters, a high-low span connection form is formed, most of existing high-low span frameworks are supported and fixed by using scaffolds, and when the scaffolds are built, most of existing high-low span frameworks use bolts to fix vertical rods and cross rods of the scaffolds, so that workers need to disassemble a plurality of bolts when the scaffolds are disassembled and assembled, and the working efficiency of the workers is low.
In order to solve the problems, through retrieval, the patent with the publication number of CN215859055U discloses a double-deck cast-in-place structure die carrier is striden to height for construction, "the rapid disassembly structure includes a plurality of pole setting and a plurality of horizontal pole," a plurality of locating hole has been seted up to horizontal pole one side equidistance, pole setting inside wall equidistance is fixed with a plurality of mount, first spout has been seted up to mount inside, the inboard sliding connection of first spout has the slider, "the pole setting is firm inadequately connected between the horizontal pole, takes place the pine easily between pole setting and the horizontal pole and takes off.
In view of the above, the present invention has been made in view of the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a double-deck cast-in-place structure die carrier is striden with height to construction to solve the defect that mentions in the above-mentioned background art.
In order to realize the above-mentioned purpose, provide a double-deck cast-in-place structure die carrier is striden with height to construction, include:
the high-span cantilever beam plate structure comprises a high-span beam plate structure, one end of the high-span beam plate structure is welded and fixed with the high-span cantilever beam plate structure, one end, far away from the high-span cantilever beam plate structure, of the high-span beam plate structure is welded and connected with a low-span beam plate structure, one end, far away from the high-span beam plate structure, of the low-span beam plate structure is welded and fixed with the low-span cantilever beam plate structure, the bottoms of the high-span beam plate structure and the low-span beam plate structure are uniformly supported through a plurality of groups of vertical rods, the vertical rods are reinforced through cross rods, and the nodes of the vertical rods and the cross rods are fixedly connected through a fixed locking structure;
fixed locking structure, the structural right splint parcel of fixed locking is in one side of pole setting, and the opposite side parcel of pole setting has left splint, fixes through fixing bolt between left splint and the right splint.
Preferably, the fixed locking structure comprises a right clamping plate, a left clamping plate, a fixing bolt, a left fixing plate, a right fixing plate, an upper fixing plate, a lower fixing plate and a limiting locking plate.
Preferably, the bottom and the left side stationary blade welded fastening of left side splint, and the bottom and the right side stationary blade welded fastening of right splint, the centre of a circle of left splint and right splint about the pole setting is symmetrical structure.
Preferably, the section of the left splint and the section of the right splint are both arranged in a C shape, the section of the left fixing plate and the section of the right fixing plate are both arranged in a C shape, and the left fixing plate and the right fixing plate are symmetrical about the vertical rod.
Preferably, the both sides of left side stationary blade and right side stationary blade all weld there is the upside fixed plate, and the both sides of spacing jam plate all weld there is the downside fixed plate.
Preferably, carry out fixed connection through upside fixed plate, downside fixed plate and bolt between left side stationary blade and the spacing jam plate, and carry out fixed connection, upside fixed plate, downside fixed plate parallel arrangement through upside fixed plate, downside fixed plate and bolt between right side stationary blade and the spacing jam plate.
Compared with the prior art, the beneficial effects of the utility model are that: cover right splint, left splint respectively in the both sides of pole setting, and left side stationary blade, right side stationary blade cover simultaneously in one side of horizontal pole, and spacing jam plate covers the opposite side at the horizontal pole to this fixed work of accomplishing between pole setting, the horizontal pole, the stability more of connecting between pole setting, the horizontal pole guarantees pole setting, horizontal pole and at the stability and the tightness of waiting.
Drawings
FIG. 1 is a front view of the structure of the present invention;
FIG. 2 is a schematic sectional view taken along line A-A in FIG. 1;
FIG. 3 is a schematic sectional view taken along line B-B in FIG. 2;
FIG. 4 is a schematic view of the structure limiting lock plate of the present invention;
FIG. 5 is a side view of the right clamping plate and the right fixing plate of the structure of the present invention;
fig. 6 is the schematic view of the structure of the connection structure of the right splint and the left splint of the present invention.
Reference numbers in the figures: 1. a high span cantilever beam plate structure; 2. a high span beam plate structure; 3. a low span beam plate structure; 4. a low span cantilever beam plate structure; 5. erecting a rod; 6. a cross bar; 7. fixing the locking structure; 71. a right splint; 72. a left splint; 73. fixing the bolt; 74. a left fixing sheet; 75. a right fixing sheet; 76. an upper fixing plate; 77. a lower side fixing plate; 78. and a limiting lock plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides a high-low span double-layer cast-in-place structure formwork for building construction, which comprises: the high-span beam plate structure 2 and the fixed locking structure 7;
one end of the high-span beam plate structure 2 is welded and fixed with the high-span cantilever beam plate structure 1, one end of the high-span beam plate structure 2, which is far away from the high-span cantilever beam plate structure 1, is welded and connected with the low-span beam plate structure 3, one end of the low-span beam plate structure 3, which is far away from the high-span beam plate structure 2, is welded and fixed with the low-span cantilever beam plate structure 4, the bottoms of the high-span beam plate structure 2 and the low-span beam plate structure 3 are uniformly supported by a plurality of groups of upright rods 5, the upright rods 5 are reinforced by cross rods 6, and the nodes of the upright rods 5 and the cross rods 6 are fixedly connected by fixed locking structures 7;
the right splint 71 on the fixed locking structure 7 wraps up in one side of pole setting 5, and the opposite side parcel of pole setting 5 has left splint 72, fixes through fixing bolt 73 between left splint 72 and the right splint 71.
The working principle of the device is as follows: the fixed mode between pole setting 5, horizontal pole 6 is fixed through fixed locking structure 7, and fixed locking structure 7's working method does: cover right splint 71, left splint 72 respectively in the both sides of pole setting 5, and left side stationary blade 74, right side stationary blade 75 cover in one side of horizontal pole 6 simultaneously, and spacing jam plate 78 covers in the opposite side of horizontal pole 6 to this fixed work of accomplishing between pole setting 5, the horizontal pole 6, the more stability of connecting between pole setting 5, the horizontal pole 6 guarantees pole setting 5, horizontal pole 6 stability and the tightness of during operation wait.
As a preferred embodiment, the fixing and locking structure 7 includes a right clamping plate 71, a left clamping plate 72, a fixing bolt 73, a left fixing plate 74, a right fixing plate 75, an upper fixing plate 76, a lower fixing plate 77 and a limit locking plate 78.
As shown in fig. 1-2: the working mode of the fixing and locking structure 7 is as follows: right splint 71, left splint 72 parcel respectively in the both sides of pole setting 5, fix pole setting 5, and left side stationary blade 74, right side stationary blade 75 parcel are at the upside of horizontal pole 6 simultaneously, and downside fixed plate 77 parcel utilizes fixed locking structure 7 at the downside of horizontal pole 6, can fix the tie point between pole setting 5, the horizontal pole 6 for can not take place to break away from between pole setting 5, the horizontal pole 6.
In a preferred embodiment, the bottom of the left clamping plate 72 is welded to the left fixing plate 74, the bottom of the right clamping plate 71 is welded to the right fixing plate 75, and the left clamping plate 72 and the right clamping plate 71 are symmetrical with respect to the center of the vertical rod 5.
As shown in fig. 1: the pole setting 5 evenly sets up to the multiunit with horizontal pole 6, and the combination constitutes the high cantilever beam plate structure 1 of striding, high cantilever beam plate structure 2, low cantilever beam plate structure 3, the low supporting network of striding cantilever beam plate structure 4 between its multiunit pole setting 5 and the horizontal pole 6 together, and the contact point between pole setting 5 and the horizontal pole is fixed through fixed locking structure 7, guarantees the stability and the fastness of this supporting network.
In a preferred embodiment, the left and right clamp plates 72 and 71 are both "C" shaped in cross section, the left and right fixing plates 74 and 75 are both "C" shaped in cross section, and the left and right fixing plates 74 and 75 are symmetrical with respect to the vertical rod 5.
As shown in fig. 1: the left clamping plate 72 and the right clamping plate 71 are fixed through bolts, and although the bolts are relatively complex in the process of being detached in a bolt fixing mode, the stability of the device fixed through the bolts can be guaranteed in the actual using process, and the safety is higher.
In a preferred embodiment, the left fixing piece 74 and the right fixing piece 75 are welded with upper fixing plates 76 at both sides thereof, and the position-limiting locking plate 78 is welded with lower fixing plates 77 at both sides thereof.
As shown in fig. 2: the left fixing plate 74, the right fixing plate 75 and the limit locking plate 78 are tightened and fixed through long bolts, so that the upright rod 5 and the cross rod 6 can be firmly and fixedly installed together.
In a preferred embodiment, the left fixing piece 74 and the limit lock plate 78 are fixedly connected by an upper fixing plate 76, a lower fixing plate 77 and bolts, the right fixing piece 75 and the limit lock plate 78 are fixedly connected by an upper fixing plate 76, a lower fixing plate 77 and bolts, and the upper fixing plate 76 and the lower fixing plate 77 are arranged in parallel.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a double-deck cast-in-place structure die carrier is striden with height to construction which characterized in that includes:
the high-span cantilever beam structure comprises a high-span beam plate structure (2), one end of the high-span beam plate structure (2) is welded and fixed with the high-span cantilever beam plate structure (1), one end, far away from the high-span cantilever beam plate structure (1), of the high-span beam plate structure (2) is welded and connected with a low-span beam plate structure (3), one end, far away from the high-span beam plate structure (2), of the low-span beam plate structure (3) is welded and fixed with the low-span cantilever beam plate structure (4), the bottoms of the high-span beam plate structure (2) and the low-span beam plate structure (3) are uniformly supported through a plurality of groups of vertical rods (5), the vertical rods (5) are reinforced through cross rods (6), and the nodes of the vertical rods (5) and the cross rods (6) are fixedly connected through fixed locking structures (7);
fixed locking structure (7), right splint (71) parcel is in one side of pole setting (5) on fixed locking structure (7), and the opposite side parcel of pole setting (5) has left splint (72), fixes through fixing bolt (73) between left splint (72) and right splint (71).
2. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 1, wherein: the fixing and locking structure (7) comprises a right clamping plate (71), a left clamping plate (72), a fixing bolt (73), a left fixing plate (74), a right fixing plate (75), an upper fixing plate (76), a lower fixing plate (77) and a limiting locking plate (78).
3. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 2, wherein: the bottom and the left side stationary blade (74) welded fastening of left splint (72), and the bottom and the right side stationary blade (75) welded fastening of right splint (71), the centre of a circle of left splint (72) and right splint (71) about pole setting (5) is symmetrical structure.
4. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 3, wherein: the cross sections of the left clamping plate (72) and the right clamping plate (71) are both arranged in a C shape, the cross sections of the left fixing plate (74) and the right fixing plate (75) are both arranged in a C shape, and the left fixing plate (74) and the right fixing plate (75) are of a symmetrical structure relative to the vertical rod (5).
5. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 4, wherein: both sides of left side stationary blade (74) and right side stationary blade (75) all weld upside fixed plate (76), and the both sides of spacing jam plate (78) all weld downside fixed plate (77).
6. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 4, wherein: carry out fixed connection through upside fixed plate (76), downside fixed plate (77) and bolt between left side stationary blade (74) and spacing jam plate (78), and carry out fixed connection through upside fixed plate (76), downside fixed plate (77) and bolt between right side stationary blade (75) and spacing jam plate (78), upside fixed plate (76), downside fixed plate (77) parallel arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221362206.5U CN217461455U (en) | 2022-06-02 | 2022-06-02 | Double-deck cast-in-place structure die carrier is striden with height to construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221362206.5U CN217461455U (en) | 2022-06-02 | 2022-06-02 | Double-deck cast-in-place structure die carrier is striden with height to construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217461455U true CN217461455U (en) | 2022-09-20 |
Family
ID=83235053
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221362206.5U Active CN217461455U (en) | 2022-06-02 | 2022-06-02 | Double-deck cast-in-place structure die carrier is striden with height to construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217461455U (en) |
-
2022
- 2022-06-02 CN CN202221362206.5U patent/CN217461455U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN215104737U (en) | A assembled support for bridge construction | |
| CN111058555A (en) | Windproof fireproof heat-preservation type quick-dismantling assembly building steel structure and splicing method thereof | |
| CN217461455U (en) | Double-deck cast-in-place structure die carrier is striden with height to construction | |
| CN106351429A (en) | Heavy support system and construction method thereof | |
| CN213732502U (en) | High-efficient prefabricated case roof beam field steel reinforcement cage ligature bench formwork | |
| CN212317146U (en) | Assembly structure of prefabricated frame roof beam and prefabricated frame post | |
| CN213171224U (en) | Tower crane attached quick-mounting platform | |
| CN213741582U (en) | Steel construction links up subassembly with reinforced steel structure | |
| CN214739718U (en) | Platform fast-assembling structure with protective structure | |
| CN207277893U (en) | A kind of section steel platform formwork erecting structure for high-altitude overhanging | |
| CN215859055U (en) | Double-deck cast-in-place structure die carrier is striden with height to construction | |
| CN217811752U (en) | Flanging steel reinforced concrete building wall | |
| CN215469173U (en) | Steel tire membrane structure for manufacturing special-shaped steel structure | |
| CN214786602U (en) | Enclose fender in quick dismantlement installation | |
| CN217461409U (en) | Building scaffold bearing structure | |
| CN216590266U (en) | A pipeline fixing device for steel construction | |
| CN218815219U (en) | High formwork support of steel pipe fastener | |
| CN216518054U (en) | Combined tunnel bearing structure | |
| CN219528400U (en) | Cast-in-situ upright post template reinforcing structure | |
| CN214302862U (en) | Combined square pipe truss support | |
| CN217500293U (en) | Prefabricated square pile and photovoltaic support | |
| CN220867998U (en) | Self-supporting assembled bridge steel-concrete composite Liang Tiaobei formwork protection frame | |
| CN113668852B (en) | Parapet wall formwork structure of steel structure roof and construction method thereof | |
| CN211899829U (en) | Combined top support device convenient for building | |
| CN216641367U (en) | Power transmission tower operation and maintenance platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |