CN205314559U - Shear force wall movement joint formwork support device - Google Patents
Shear force wall movement joint formwork support device Download PDFInfo
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- CN205314559U CN205314559U CN201521042416.6U CN201521042416U CN205314559U CN 205314559 U CN205314559 U CN 205314559U CN 201521042416 U CN201521042416 U CN 201521042416U CN 205314559 U CN205314559 U CN 205314559U
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Abstract
The utility model discloses a shear force wall movement joint formwork support device, including a plurality of supporting components, pivot, connecting plate, first bottom plate and second bottom plate, the supporting component includes first mounting, second mounting, first rotating member, second rotating member and pole setting, first rotation is articulated installs in first mounting, the second rotating member is articulated to be installed in the second mounting, sets up a plurality of supporting component keep (shenglvehao)at a certain distance awaies side by side, and first rotating member, second rotating member and the pole setting of every supporting component are passed in the pivot, the tip in all pole settings is installed to the connecting plate, first gasket -mounted is at the both ends of connecting plate, the second bottom plate is demolishd the bolt through a plurality of promotions and is connected with first bottom plate, the tight screw in a plurality of tops has still been seted up on the second bottom plate. The utility model discloses support firm, simple to use, but integral erection with demolish, demolish totally moreover, ensured concrete placement construction quality.
Description
Technical field
The utility model belongs to technical field of building construction, is specifically related to a kind of shear force wall deformation slit formwork bracing or strutting arrangement.
Background technology
Along with the development of building trade scale, movement joint is more and more general in structure design, and due to movement joint narrow space, model sheetinstallat is fixed and removed all very difficult. At present, in site operation process, the material clips such as general employing extruded sheet are in the middle of movement joint, but owing to intensity is low, cannot fix relative position, when building movement joint both sides concrete, easily produce distortion and skew, cause that structure on two sides concrete cover is uncontrollable to put in place, easily cause hidden danger of quality; Or adopt common templates bracing or strutting arrangement to be held out against by movement joint two side template, but due to movement joint narrow space, template is difficult to one piece one piece and is in place, the Lou quality problems such as slurry are easily caused because model sheetinstallat is not in place, and artificial one piece of one piece of sled need to be carried out during form removable remove, easily cause concrete structure visual appearance defect, or template can not prized and left potential safety hazard. The problems referred to above are very general, especially in shear force wall deformation slit construction process.
Practical novel content
Technical problem to be solved in the utility model is, it is provided that a kind of shear force wall deformation slit formwork bracing or strutting arrangement, its firm supporting, it may also be useful to simple, can complete installation and dismounting, and remove clean, ensured concrete pouring construction quality.
The utility model solves the technical scheme that its technical problem adopts:
A kind of shear force wall deformation slit formwork bracing or strutting arrangement, this bracing or strutting arrangement comprises multiple support components, rotating shaft, web plate, first base plate and the 2nd base plate, each support component comprises the first mounting block, 2nd mounting block, first rotation part, 2nd rotation part and vertical rod, one end of described first mounting block is provided with the first U-type groove, one end of described 2nd mounting block is provided with the 2nd U-type groove, the notch of described first U-type groove and the 2nd U-type groove is oppositely arranged, one end of described first rotation part is hingedly mounted in the first U-type groove, the other end of described first rotation part stretches out the first U-type groove and arranges, one end of described 2nd rotation part is hingedly mounted in the 2nd U-type groove, the other end of described 2nd rotation part stretches out the 2nd U-type groove and arranges, multiple support component interval certain distances are set up in parallel, described rotating shaft is through the other end of the first rotation part of each support component, the other end and the vertical rod of the 2nd rotation part are arranged, one of them bottom sides rotating part is provided with limiting plate apart from this rotation part the other end a distance, so that two rotate when part rotates extremely parallel and keep parallel state, described web plate is fixedly mounted on the end of all vertical rods, described first base plate is fixedly mounted on the two ends of web plate, described 2nd base plate is arranged on the side of the first base plate towards a support component, described 2nd base plate is removed bolt by multiple lifting and is connected with the first base plate, bolt is removed in described lifting and the 2nd base plate is slidably connected, and be connected with the first base thread, the face that described 2nd base plate is relative with the first base plate is also offered and multiple has held out against screw, the two ends of described 2nd base plate are provided with multiple standing bolt.
By technique scheme, described first mounting block is identical with the structure of the 2nd mounting block, includes retaining plate and U-shaped plate, and the base plate of described U-shaped plate is arranged on retaining plate.
By technique scheme, described retaining plate is by rectangular steel pipe manufacturing, and described U-shaped plate is made by the short square steel pipe of side tube wall of having pruned, the described two side of U-shaped plate and the centerline parallel of retaining plate.
By technique scheme, described first rotation part is made by square steel pipe, one end of described first rotation part and the two side of the first U-type groove are hinged, prune different lengths respectively in the other end two side parallel with the first U-type groove lateral opening of described first rotation part, the shorter sidewall of length of pruning forms described limiting plate, and the other end of described 2nd rotation part is arranged in the other end of the first rotation part.
By technique scheme, described 2nd rotation part, vertical rod and web plate make by square steel pipe.
By technique scheme, described rotating shaft is made by round steel pipe.
By technique scheme, described standing bolt is expansion bolt.
The useful effect that the utility model produces is: the utility model is by making bracing or strutting arrangement, by lift vertical rod, bracing or strutting arrangement is drawn in, with by template complete installation in movement joint, then promotion bolt is held out against by screwing, vertical rod is moved downward, drive two to rotate part to rotate to parallel state, template entirety is made to hold out against on the structure reinforcing bars protective layer cushion block of movement joint both sides, firm supporting, after casting concrete, bolt is removed again by screwing to promote, draw bracing or strutting arrangement in, get final product overall pulling down template, and remove clean, ensure that concrete pouring construction quality.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the vertical view of bracing or strutting arrangement in the utility model embodiment;
Fig. 2 is front view during the utility model employing bracing or strutting arrangement mounting template;
Fig. 3 is front view during the utility model employing bracing or strutting arrangement form removal;
Fig. 4 a is the front view of the first mounting block and the 2nd mounting block in the utility model embodiment;
The vertical view of the first mounting block and the 2nd mounting block in Fig. 4 b the utility model embodiment;
Fig. 5 a is the front view of the first rotation part in the utility model embodiment;
The vertical view of the first rotation part in Fig. 5 b the utility model embodiment;
Fig. 6 a is the front view of the 2nd rotation part in the utility model embodiment;
The vertical view of the 2nd rotation part in Fig. 6 b the utility model embodiment;
Fig. 7 is the vertical view of the first base plate in the utility model embodiment;
Fig. 8 is the vertical view of another embodiment of bracing or strutting arrangement in the utility model embodiment.
In figure: 1-first mounting block, 101-first U-type groove, 2-the 2nd mounting block, 201-the 2nd U-type groove, 3-first rotate part, 4-the 2nd rotates part, 5-vertical rod, 6-rotating shaft, 7-web plate, 8-first base plate, 9-the 2nd base plate, 901-hold out against screw, 10-limiting plate, 11-promote remove bolt, 12-standing bolt, 13-hold out against and promote bolt, 14-template, 15-concrete structure, 16-concrete structural surface, 17-retaining plate, 18-U template.
Embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated. It is to be understood that specific embodiment described herein is only in order to explain the utility model, and it is not used in restriction the utility model.
As shown in Figure 1-Figure 3, a kind of shear force wall deformation slit formwork bracing or strutting arrangement, this bracing or strutting arrangement comprises multiple support components, rotating shaft 6, web plate 7, first base plate 8 and the 2nd base plate 9, each support component comprises the first mounting block 1, 2nd mounting block 2, first rotation part 3, 2nd rotation part 4 and vertical rod 5, one end of first mounting block 1 is provided with the first U-type groove 101, one end of 2nd mounting block 2 is provided with the 2nd U-type groove 201, the notch of the first U-type groove 101 and the 2nd U-type groove 201 is oppositely arranged, one end of first rotation part 3 is hingedly mounted in the first U-type groove 101, the other end of the first rotation part 3 stretches out the first U-type groove 101 and arranges, one end of 2nd rotation part 4 is hingedly mounted in the 2nd U-type groove 201, the other end of the 2nd rotation part 4 stretches out the 2nd U-type groove 201 and arranges, multiple support component interval certain distances are set up in parallel, rotating shaft 6 is through the other end of the first rotation part 3 of each support component, the other end and the vertical rod 5 of the 2nd rotation part 4 are arranged, one of them bottom sides rotating part is provided with limiting plate 10 apart from this rotation part the other end a distance, so that two rotate when part rotates extremely parallel and keep parallel state, web plate 7 is fixedly mounted on the end of all vertical rods 5, first base plate 8 is fixedly mounted on the two ends of web plate 7, 2nd base plate 9 is arranged on the side of the first base plate 8 towards a support component, 2nd base plate 9 is removed bolt 11 by multiple lifting and is connected with the first base plate 8, bolt 11 is removed in lifting and the 2nd base plate 9 is slidably connected, and be threaded with the first base plate 8, the face that 2nd base plate 9 is relative with the first base plate 8 is also offered and multiple has held out against screw 901, the two ends of the 2nd base plate 9 are provided with multiple standing bolt 12,
In preferred embodiment of the present utility model, as shown in Fig. 4 a, 4b, the first mounting block 1 is identical with the structure of the 2nd mounting block 2, includes retaining plate 17 and U-shaped plate 18, and the base plate of U-shaped plate 18 is arranged on retaining plate 17.
In preferred embodiment of the present utility model, as shown in Fig. 4 a, 4b, retaining plate 17 is made by the short square steel pipe of side tube wall of having pruned by rectangular steel pipe manufacturing, U-shaped plate 18, the two side of U-shaped plate 18 and the centerline parallel of retaining plate 17.
In preferred embodiment of the present utility model, as shown in Fig. 5 a, 5b, 6a, 6b, first rotation part 3 is made by square steel pipe, one end of first rotation part 3 and the two side of the first U-type groove 101 are hinged, prune different lengths respectively in the other end two side parallel with the first U-type groove 101 lateral opening of the first rotation part 3, the other end of sidewall formation limiting plate the 10, two rotation part 4 that length of pruning is shorter is arranged in the other end of the first rotation part 3.
In preferred embodiment of the present utility model, as shown in Figure 1, the 2nd rotation part 4, vertical rod 5 and web plate 7 make by square steel pipe, draw materials conveniently, reduce costs.
In preferred embodiment of the present utility model, as shown in Figure 2, rotating shaft 6 is made by round steel pipe, draws materials conveniently, reduces costs.
In preferred embodiment of the present utility model, as shown in Figure 2, standing bolt 12 is expansion bolt.
The utility model is installed and the step of form removal is:
1, mounting template: two pieces of templates 14 are fixedly mounted on respectively the other end of bracing or strutting arrangement first mounting block 1 and the other end of the 2nd mounting block 2, lift vertical rod 5, all support components are drawn in, being hung by a support component for band template 14 is transported in movement joint, until the 2nd base plate 9 drops on the concrete structure 15 built bottom, by standing bolt 12, the 2nd base plate 9 is fixedly mounted on concrete structure 15, now, two pieces of templates 14 drop on the 2nd base plate 9, hold out against promote that bolt 13 is arranged on the 2nd base plate 9 multiple hold out against in screw 901 by multiple, screw to hold out against and promote bolt 13, promote the first base plate 8 downwards, all vertical rods 5 are driven to move downward by web plate 7, and then the first rotation part 3 driving all support components is rotated down to parallel state with the 2nd rotation part 4, now two pieces of templates 14 hold out against movement joint structure on two sides reinforcement cover cushion block respectively, namely complete template 14 to install,
2, form removal: remove and hold out against promotion bolt 13, screw to promote and remove bolt 11, so that the first base plate 8 rises, driving all vertical rods 5 upwards to move by web plate 7, and then drive the first rotation part 3 of all support components and the 2nd rotation part 4 to rotate up, all support components draw in, the concrete structural surface 16 built movement joint both sides is departed from moving platen 14, remove standing bolt 12, a support component for band template 14 is hung and transports movement joint, namely complete template 14 and remove.
The utility model, when embody rule, comprises the following steps:
1, each part of process support device: as shown in Fig. 4 a, 4b, two short square steel pipe excision side tube walls are formed U-shaped plate 18 (being U-type groove), the wall thickness of short square steel pipe is a, perforate on the two side of U-shaped plate 18, distance bottom this U-shaped plate of hole width between centers is F, the diapire of U-shaped plate 18 is welded on the tube wall of the retaining plate 17 made by rectangular pipe, completes the first mounting block 1 and the 2nd mounting block 2; As shown in Fig. 5 a, 5b, select a short square steel pipe, the perforate respectively at its two ends, the distance in the short square steel pipe upper left corner of left hole width between centers is C, two tube walls of the non-perforate in right side excise different lengths respectively, the distance at upper tube wall distance right ports center is A, the distance at lower tube wall distance right ports center is B, the 2nd rotation part completes the first rotation part 3, B<A, so that can screw out upper tube wall, but terminate in lower tube wall, thus make the first rotation part keep parallel state, F-a with the 2nd rotation part>C, so that the first rotation part 3 can rotate in U-shaped plate 18;As shown in Fig. 6 a, 6b, selecting a short square steel pipe, the perforate respectively at its two ends, the distance of left hole center and left end is D, the distance of right ports center and upper right end is E, complete the 2nd rotation part 4, A > D > B, ensure that the 2nd rotation part can freely screw out the upper tube wall of the first rotation part, but terminate in lower tube wall, the lower tube wall of the 2nd rotation part is limiting plate 10, E > F-a, so that the 2nd rotation part 4 can rotate in U-shaped plate 18; As shown in Figure 1, select a block plate, it is distributed 2 screws at the two ends of steel plate for installing standing bolt, open 2 circular holes at the middle part of steel plate and promote dismounting bolt for being slidably installed, open 2 hold out against screw 901 for install hold out against promotion bolt, complete the 2nd base plate 9; As shown in Figure 7, select a block plate, steel plate is offered 2 screws promoting remove bolt for installing, completes the first base plate 8; As shown in Figure 2, select a rectangular steel pipe, offer the through hole for installing rotating shaft thereon, complete vertical rod 5; As shown in Figure 1, a round steel is selected to make rotating shaft 6; As shown in Figure 1, a rectangular steel pipe manufacturing web plate 7 is selected; As shown in Figure 2, select round steel make the first mounting block and first rotation part between, the 2nd rotation part and the 2nd mounting block between hinged axle;
2, assembling bracing or strutting arrangement: as shown in Figure 8, one end that first rotation part 3 does not excise tube wall is put in the first U-type groove 101 of the first mounting block 1, and connected by hinged axle, in figure, the side of labelled size A is upwards, one end of 2nd rotation part 4 labelled size D is put in one end of the first rotation part excision tube wall, and connected by rotating shaft 6, the other end of the 2nd rotation part labelled size E is put in the 2nd U-type groove 201 of the 2nd mounting block 2, and connected by hinged axle, vertical rod 5 is through in rotating shaft 6 and is close to the first rotation part, rotating shaft 6 is equipped with multiple support components, at the bottom welding web plate 7 of all vertical rods 5, two piece of first base plate 8 is welded on bottom the two ends of web plate 7, adopt lifting to remove bolt 4 the 2nd base plate 9 and the first base plate 8 to be connected together,
3, template supports and model sheetinstallat: as shown in Figure 2, two pieces of templates 14 adopt tapping screw be separately fixed at the first mounting block 1 and the outside of the 2nd mounting block 2, by drop-down for vertical rod 5, a support component is drawn in, adopt bracing or strutting arrangement that artificial or tower crane hangs fortune band template in movement joint, drop on to the 2nd base plate 9 on the concrete structure 15 built bottom, standing bolt 12 is adopted to be fixed, to hold out against and promote bolt 13 to tighten through the 2nd base plate 9 downwards to promote the first base plate 8 to drive web plate 7 and vertical rod 5 downward, it is parallel with the 2nd rotation part 4 that drop-down rotating shaft 6 to the first rotates part 3, namely horizontality all it is in, now the 2nd rotation part 4 is put into the one of the first rotation part 3 and is corrected the bottom tube wall withstanding on the first rotation part 3 and block, so that the template of bracing or strutting arrangement both sides just holds out against movement joint structure on two sides reinforcement cover cushion block, template supports and model sheetinstallat completes,
4, template supports and form removable: as shown in Figure 3, dismounting holds out against and promotes bolt 13, tighten to promote and remove bolt 11, so that the first base plate 8 rises drives web plate 7 and vertical rod 5 upwards, upper top rotating shaft 6 turns into downward angle to short first rotation part 3 and the 2nd rotation part 4 from level, and a support component draws in, drives movement joint two side template to depart from and has built concrete body structure surface 16, remove standing bolt 12, adopt artificial or tower crane to hang and transport deformation slit formwork and bracing or strutting arrangement.
Should be understood that, for those of ordinary skills, it is possible to improved according to the above description or convert, and all these improve and convert the protection domain that all should belong to the utility model claims.
Claims (7)
1. a shear force wall deformation slit formwork bracing or strutting arrangement, it is characterized in that, this bracing or strutting arrangement comprises multiple support components, rotating shaft (6), web plate (7), first base plate (8) and the 2nd base plate (9), each support component comprises the first mounting block (1), 2nd mounting block (2), first rotation part (3), 2nd rotation part (4) and vertical rod (5), one end of described first mounting block (1) is provided with the first U-type groove (101), one end of described 2nd mounting block (2) is provided with the 2nd U-type groove (201), the notch of described first U-type groove (101) and the 2nd U-type groove (201) is oppositely arranged, one end of described first rotation part (3) is hingedly mounted in the first U-type groove (101), the other end of described first rotation part (3) stretches out the first U-type groove (101) and arranges, one end of described 2nd rotation part (4) is hingedly mounted in the 2nd U-type groove (201), the other end of described 2nd rotation part (4) stretches out the 2nd U-type groove (201) and arranges, multiple support component interval certain distances are set up in parallel, described rotating shaft (6) is through the other end of the first rotation part (3) of each support component, the other end and the vertical rod (5) of the 2nd rotation part (4) are arranged, one of them bottom sides rotating part is provided with limiting plate (10) apart from this rotation part the other end a distance, so that two rotate when part rotates extremely parallel and keep parallel state, described web plate (7) is fixedly mounted on the end of all vertical rods (5), described first base plate (8) is fixedly mounted on the two ends of web plate (7), described 2nd base plate (9) is arranged on the side of the first base plate (8) towards a support component, described 2nd base plate (9) is removed bolt (11) by multiple lifting and is connected with the first base plate (8), described lifting is removed bolt (11) and is slidably connected with the 2nd base plate (9), and be threaded with the first base plate (8), the face that described 2nd base plate (9) is relative with the first base plate (8) is also offered and multiple has held out against screw (901), the two ends of described 2nd base plate (9) are provided with multiple standing bolt (12).
2. device according to claim 1, it is characterized in that, described first mounting block (1) is identical with the structure of the 2nd mounting block (2), including retaining plate (17) and U-shaped plate (18), the base plate of described U-shaped plate (18) is arranged on retaining plate (17).
3. device according to claim 2, it is characterized in that, described retaining plate (17) is by rectangular steel pipe manufacturing, described U-shaped plate (18) is made by the short square steel pipe of side tube wall of having pruned, the two side of described U-shaped plate (18) and the centerline parallel of retaining plate (17).
4. device according to claim 1, it is characterized in that, described first rotation part (3) is made by square steel pipe, one end of described first rotation part (3) and the two side of the first U-type groove (101) are hinged, prune different lengths respectively in the other end two side parallel with the first U-type groove (101) lateral opening of described first rotation part (3), the shorter sidewall of length of pruning forms described limiting plate (10), and the other end of described 2nd rotation part (4) is arranged in the other end of the first rotation part (3).
5. device according to claim 1, it is characterised in that, described 2nd rotation part (4), vertical rod (5) and web plate (7) make by square steel pipe.
6. device according to claim 1, it is characterised in that, described rotating shaft (6) is made by round steel pipe.
7. device according to claim 1, it is characterised in that, described standing bolt (12) is expansion bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521042416.6U CN205314559U (en) | 2015-12-15 | 2015-12-15 | Shear force wall movement joint formwork support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521042416.6U CN205314559U (en) | 2015-12-15 | 2015-12-15 | Shear force wall movement joint formwork support device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205314559U true CN205314559U (en) | 2016-06-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521042416.6U Active CN205314559U (en) | 2015-12-15 | 2015-12-15 | Shear force wall movement joint formwork support device |
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| Country | Link |
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| CN (1) | CN205314559U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459477A (en) * | 2020-10-28 | 2021-03-09 | 陈鑫淑 | Gap adjusting device is used in clear water concrete's open joint construction |
| CN113146012A (en) * | 2021-05-13 | 2021-07-23 | 鞍钢集团北京研究院有限公司 | Assembly method for vacuum electron beam seal welding of titanium steel composite blank |
-
2015
- 2015-12-15 CN CN201521042416.6U patent/CN205314559U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459477A (en) * | 2020-10-28 | 2021-03-09 | 陈鑫淑 | Gap adjusting device is used in clear water concrete's open joint construction |
| CN113146012A (en) * | 2021-05-13 | 2021-07-23 | 鞍钢集团北京研究院有限公司 | Assembly method for vacuum electron beam seal welding of titanium steel composite blank |
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| C14 | Grant of patent or utility model | ||
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