CN215254560U - Unilateral reinforcement type movement joint template system - Google Patents
Unilateral reinforcement type movement joint template system Download PDFInfo
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- CN215254560U CN215254560U CN202121478315.9U CN202121478315U CN215254560U CN 215254560 U CN215254560 U CN 215254560U CN 202121478315 U CN202121478315 U CN 202121478315U CN 215254560 U CN215254560 U CN 215254560U
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Abstract
The utility model provides a unilateral reinforcement type movement joint template system, relates to building engineering technical field, include respectively by template and vertically set up inner formword and the exterior sheathing that the secondary joist on template surface constitutes, the secondary joist keep away from the tip surface of template one side and have the multiunit locating piece according to design requirement evenly distributed, each group locating piece level on inner formword and the exterior sheathing is relative one by one, every group locating piece all has about two relative blocks, the shape and size of two blocks is the same, and the up-and-down terminal surface flushes, and the inner formword outside sets movable main joist fast with the location, matches with the locating piece in the outside of exterior sheathing and is equipped with integral type main joist, movable main joist and integral type main joist pass through the split screw rod and be connected. This is novel through closely combining exterior sheathing and integral type main joist and constituting overall structure, makes the template system can be in one-way construction in interior template one side, has overcome the narrow difficult problem of constructing in movement joint inner space.
Description
Technical Field
The utility model relates to a building engineering technical field, concretely relates to unilateral reinforcement type movement joint template system.
Background
At present, deformation joints are arranged on overlong buildings very commonly, and double-sided shear walls are arranged at the deformation joints of some buildings, and the space between the deformation joints is too small, so that the normal formwork supporting operation space of operators cannot be met. If concrete gable walls are arranged between two units of a plurality of residential buildings, and the designed distance is 200-300 mm, for double walls with the wall length of more than 2m, the wall formwork can be difficult to support and reinforce, and the phenomena of formwork expansion and formwork explosion are easy to occur during concrete pouring, which is a difficult problem for engineering technicians.
SUMMERY OF THE UTILITY MODEL
The utility model provides a unilateral reinforcement type movement joint template system, this template system can the unilateral be consolidated, has solved the problem of movement joint construction difficulty, and the counter-tension screw rod hole location in the template system is accurate, can effectively improve the construction high efficiency.
In order to realize the purpose, the novel technical scheme is as follows:
the utility model provides a unilateral reinforcement type movement joint template system, includes respectively by template and vertically set up inner formword and the exterior sheathing that constitutes in the secondary joist on template surface, the secondary joist keep away from the tip surface of template one side and have the multiunit locating piece according to design requirement evenly distributed, each group locating piece level on inner formword and the exterior sheathing is relative one by one, every group locating piece all has about two relative blocks, the shape and size of two blocks is the same, and the up-and-down terminal surface flushes, fast set movable main joist in the inner formword outside with the location, the outside of exterior sheathing matches with the locating piece and is equipped with integral type main joist, movable main joist be connected through the split screw with integral type main joist.
Preferably, integral type main joist include the steel pipe that 2 levels set up, weld in the chevron shape card in 2 steel pipe outsides to and weld in the nut of the screw outside end of chevron shape card, screw and nut coaxial and all match with the counter-pull screw rod.
Preferably, the integral type main joist on the mountain type card have a plurality of to according to the design requirement evenly distributed, mountain type card joint between two blocks of a set of locating piece, and the surface of two upper and lower steel pipes offsets with the top and the bottom of 2 blocks respectively, the integral type main joist pass through connecting piece and the template fixed connection that corresponds.
Preferably, the movable main keel comprises 2 steel pipes, the outer surfaces of the 2 steel pipes are respectively abutted to the upper end and the lower end of the positioning block in the same row, a mountain-shaped clamp is inserted between the 2 blocks of the same group of positioning blocks, the middle protruding part of the mountain-shaped clamp is matched with the 2 blocks for limiting, the mountain-shaped clamp is used for clamping the 2 steel pipes at the upper end and the lower end of the positioning block, and the steel pipes are fixedly connected with the corresponding templates through connecting pieces.
Preferably, the secondary joist is a plate-shaped structure and is made of metal material.
Preferably, the formwork and the secondary keel between any one set of 2 blocks in 2 sets of positioning blocks horizontally opposite one by one on the inner formwork and the outer formwork are respectively provided with a counter-pulling screw hole which is communicated with each other, the counter-pulling screw holes of the inner formwork and the outer formwork are coaxial with the screw holes and the nuts of the integrated main keel, and the counter-pulling screw penetrates through the screw holes and the nuts of the integrated main keel, the counter-pulling screw holes on two sides of the integrated main keel, the screw holes of the mountain-shaped clamps on the movable main keel and the nuts on the outer side of the mountain-shaped clamps of the movable main keel to relatively fix the inner formwork and the outer formwork.
This novel unilateral reinforcement type movement joint template system has following beneficial effect: the novel inner formwork and the novel outer formwork can be prefabricated in advance according to design requirements, are assembled on site during installation, can be quickly connected through the split screws by arranging the positioning blocks which are opposite one to one, do not need to repeatedly adjust the positions of the split screws, do not need to repeatedly measure the installation positions when the main keels are arranged, can obviously improve the construction efficiency, and avoid the damage of secondary punching to the formworks; in addition, the outer template and the integrated main keel are tightly combined to form an integral structure, so that the template system can be constructed on one side of the inner template in a one-way mode, and the problem of difficulty in construction due to narrow space in a deformation joint is solved.
Drawings
FIG. 1 is a schematic side sectional view of the present invention;
FIG. 2 is a front view of the novel external form;
fig. 3 is a side view of the matching relationship between the positioning block and the main keel;
fig. 4 is a front view showing the fitting relationship between the positioning block and the main keel;
1. a body structure; 2. deformation joints; 3. an integral main keel; 4. oppositely pulling the screw rod; 5. a mountain-shaped card; 6. a steel pipe; 7. a template; 8. a secondary keel; 9. a horizontal support plate; 10. a nut; 11. positioning blocks; 12. a middle protrusion; 13. pvc cannula.
Detailed Description
The present invention is described in detail below with reference to the drawings, which are intended to illustrate preferred embodiments of the present invention and not to limit the scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations and positional relationships based on the orientations and positional relationships shown in the drawings, and are only used for describing the present invention and simplifying the description, but do not indicate or imply that the device or the element to be referred to must have a specific orientation and a specific orientation configuration and operation, and thus, should not be construed as limiting the present invention.
A single-side reinforcement type deformation joint template system is shown in figures 1-4 and comprises an inner template and an outer template which are respectively composed of a template 7 and a secondary keel 8 longitudinally arranged on the surface of the template 7, wherein a plurality of groups of positioning blocks 11 are uniformly distributed on the outer surface of the end part of the secondary keel 8 far away from one side of the template 7 according to design requirements, the positioning blocks 11 on the inner template and the outer template are horizontally opposite one to another, each group of positioning blocks 11 is provided with two blocks which are opposite left and right, the two blocks are the same in shape and size, the upper end surface and the lower end surface are flush, a movable main keel is arranged on the outer side of the inner template in a matching way with the positioning blocks, an integrated main keel 3 is arranged on the outer side of the outer template in a matching way with the positioning blocks, and the movable main keel is connected with the integrated main keel 3 through a split screw 4;
as shown in fig. 1-4, the integrated main keel 3 comprises 2 steel pipes 6 horizontally arranged, a mountain-shaped clamp 5 welded on the outer sides of the 2 steel pipes 6, and a nut 10 welded on the outer side end of a screw hole of the mountain-shaped clamp, wherein the screw hole and the nut are coaxial and are matched with a counter-pull screw;
as shown in fig. 2, a plurality of mountain-shaped clips 5 are arranged on the integrated main keel 3 and are uniformly distributed according to design requirements, as shown in fig. 3 and 4, the mountain-shaped clips 5 are clipped between two blocks of a set of positioning blocks 11, the outer surfaces of an upper steel pipe 6 and a lower steel pipe 6 are respectively abutted against the top ends and the bottom ends of the 2 blocks, and the integrated main keel 3 is fixedly connected with the corresponding template 7 through a connecting piece;
as shown in fig. 1 and 2, the movable main keel comprises 2 steel pipes 6, the outer surfaces of the 2 steel pipes 6 are respectively abutted against the upper end and the lower end of the positioning block in the same row, a mountain-shaped clamp 5 is inserted between the 2 blocks of the same group of positioning blocks, a middle protruding part 12 of the mountain-shaped clamp 5 is matched with the 2 blocks for limiting, the mountain-shaped clamp 5 clamps the 2 steel pipes 6 at the upper end and the lower end of the positioning block, and the steel pipes 6 are fixedly connected with the corresponding templates 7 through connecting pieces;
as shown in fig. 4, the secondary joist is a plate-shaped structure, preferably made of steel plate;
as shown in fig. 1, the two opposite pull screw holes (not shown) are formed in the formwork 7 and the secondary keel 8 between any one set of 2 blocks in the 2 sets of horizontally opposite positioning blocks on the inner formwork and the outer formwork, the opposite pull screw holes of the inner formwork and the outer formwork and the screw holes and the nuts of the integrated main keel 3 are coaxial, and the opposite pull screw 4 penetrates through the screw holes and the nuts of the integrated main keel 3, the opposite pull screw holes on the two sides, the screw holes of the chevron-shaped clamps on the movable main keel and the nuts on the outer side of the chevron-shaped clamps of the movable main keel to relatively fix the inner formwork and the outer formwork.
This neotype theory of use:
this novel interval to drawing the screw rod that involves, interval between the main joist, interval etc. of secondary joist are prior art content, do not do and describe repeatedly.
The outer template is machined and formed according to design requirements, the secondary keels are fixed in place according to design sizes and positions, the integrated main keels are installed on the outer side of the outer template through the positioning blocks, and the machined and formed integral inner template is hoisted to a designated position.
When the inner template is built, positioning blocks of the inner template and the outer template are horizontally opposite one to one according to the design size requirement, and the specific method comprises the following steps: when the secondary keel is installed correctly, two reference points can be selected to align the inner template and the outer template, for example, as shown in fig. 1, the outer template is hoisted into the deformation joint according to the design requirement, the lower end of the outer template is clamped on a horizontal supporting plate 9 preset in the deformation joint, the intersection line of the outer template and the upper end face of the left main structure 1 is a first reference position, the lower end of the inner template is abutted against the upper end face of the left main structure 1, and simultaneously, the alignment of the inner template and two sides (second reference positions) of the outer template is maintained. Because the locating piece one-to-one of both sides is relative, has guaranteed promptly to drawing screw rod hole accurate counterpoint, at this moment, places pvc sleeve pipe 10 in drawing screw rod hole, penetrates to drawing screw rod to with in screw and the nut on the integral type main joist that its outside end screw in corresponds, then fix the main joist in the inner formword outside through the chevron shape card. The inner formwork and the outer formwork can be prefabricated in advance, and then construction can be completed quickly through hoisting and field assembly, so that the construction efficiency can be further improved.
Claims (6)
1. A one-sided reinforced deformation joint formwork system characterized by: including the interior moulding board and the exterior moulding board that constitute by template and the vertical secondary joist that sets up in the template surface respectively, the secondary joist keep away from the tip surface of template one side and have the multiunit locating piece according to design requirement evenly distributed, each group locating piece level on interior moulding board and the exterior moulding board is relative one by one, relative block about every group locating piece all has two, the shape and size of two blocks is the same, and the up-and-down terminal surface flushes, and the interior moulding board outside sets movable main joist fast with the location, matches with the locating piece in the outside of exterior moulding board and is equipped with integral type main joist, movable main joist and integral type main joist pass through the split screw rod and be connected.
2. A one-sided reinforced deformation joint formwork system as claimed in claim 1, wherein: the integral type main joist include 2 steel pipes that the level set up, weld in the chevron card in 2 steel pipe outsides to and weld in the nut of the screw outside end of chevron card, screw and nut coaxial and all match with the counter-pull screw rod.
3. A one-sided reinforced deformation joint formwork system as claimed in claim 2, wherein: the integral type main joist on the mountain type card have a plurality of to according to the required evenly distributed of design, mountain type card joint between two blocks of a set of locating piece, and the surface of two piece upper and lower steel pipes offsets with the top and the bottom of 2 blocks respectively, the integral type main joist pass through connecting piece and the template fixed connection that corresponds.
4. A one-sided reinforced deformation joint formwork system as claimed in claim 3, wherein: the movable main keel comprises 2 steel pipes, the outer surfaces of the 2 steel pipes are respectively abutted to the upper end and the lower end of a positioning block in the same row, a mountain-shaped clamp is inserted between 2 blocks of the same group of positioning blocks, the middle protruding part of the mountain-shaped clamp is matched with the 2 blocks to be limited, the mountain-shaped clamp is used for clamping the 2 steel pipes at the upper end and the lower end of the positioning block, and the steel pipes are fixedly connected with corresponding templates through connecting pieces.
5. A one-sided reinforced deformation joint formwork system as claimed in claim 4, wherein: the secondary keel is of a plate-shaped structure and is made of metal materials.
6. A one-sided reinforced deformation joint formwork system as claimed in claim 5, wherein: the template and the secondary keel between any one of 2 sets of 2 blocks in 2 sets of horizontally opposite positioning blocks on the inner template and the outer template are respectively provided with a counter-pulling screw hole which is communicated with each other, the counter-pulling screw holes of the inner template and the outer template are coaxial with the screw hole and the nut of the integrated main keel, and the counter-pulling screw penetrates through the screw hole and the nut of the integrated main keel, the counter-pulling screw holes on two sides, the screw hole of the mountain-shaped clamp on the movable main keel and the nut outside the mountain-shaped clamp of the movable main keel to relatively fix the inner template and the outer template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121478315.9U CN215254560U (en) | 2021-07-01 | 2021-07-01 | Unilateral reinforcement type movement joint template system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121478315.9U CN215254560U (en) | 2021-07-01 | 2021-07-01 | Unilateral reinforcement type movement joint template system |
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| CN215254560U true CN215254560U (en) | 2021-12-21 |
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| CN202121478315.9U Active CN215254560U (en) | 2021-07-01 | 2021-07-01 | Unilateral reinforcement type movement joint template system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115478683A (en) * | 2022-09-27 | 2022-12-16 | 中国三冶集团有限公司 | Complete set steel support template |
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2021
- 2021-07-01 CN CN202121478315.9U patent/CN215254560U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115478683A (en) * | 2022-09-27 | 2022-12-16 | 中国三冶集团有限公司 | Complete set steel support template |
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