CN219528387U

CN219528387U - Template structure is pour to super high shear wall

Info

Publication number: CN219528387U
Application number: CN202320754237.3U
Authority: CN
Inventors: 陈慧; 周彬; 辛玫芹; 陈琪
Original assignee: Wuhan Yifeifan Construction Engineering Co ltd
Current assignee: Wuhan Yifeifan Construction Engineering Co ltd
Priority date: 2023-04-03
Filing date: 2023-04-03
Publication date: 2023-08-15
Anticipated expiration: 2033-04-03

Abstract

The utility model relates to an ultra-high shear wall pouring template structure, which belongs to the field of building construction, and the technical scheme is characterized by comprising the following steps: the framework comprises two symmetrical templates arranged on the outer side of the framework and a bracket arranged on the outer side of the templates and abutted against the templates, wherein the templates are composed of a plurality of sequentially hinged plate bodies from beginning to end, and the plate bodies are provided with fixing assemblies for fixing the adjacent plate bodies to enable the two plate bodies to be coplanar; when the template is used, the template is opened to form a flat plate, and the verticality is only required to be adjusted once, so that the precision is high, and the construction quality is improved.

Description

Template structure is pour to super high shear wall

Technical Field

The utility model relates to the field of building construction, in particular to an ultra-high shear wall pouring template structure.

Background

Along with the development of building technology, various high-rise forests are erected, and the height of the shear wall is correspondingly increased due to the higher building height. Shear walls are also known as wind-resistant walls, shock-resistant walls or structural walls. A wall body in a house or a structure mainly bears horizontal load and vertical load caused by wind load or earthquake action, and prevents the shearing damage of the structure. Is generally made of reinforced concrete.

When the shear wall is constructed, firstly, a reinforcement cage is built, then, templates are built on two sides of the framework, finally, supports are built on two sides of the templates, and finally, concrete is poured in the templates.

The current chinese patent with patent publication No. CN 204492158U proposes a structure is strutted to template of super high shear wall, including prop up the shear wall template of locating on the lower part shear wall structure, form the space of pouring in the shear wall template, support the scaffold frame, prop up to locate the both sides of shear wall template, the connecting piece anchor in the lower part shear wall structure, and both ends respectively with corresponding support scaffold frame is connected fixedly, and prop up to locate the diagonal bracing member of shear wall template both sides, diagonal bracing member one end support in the shear wall template, the other end with the connecting piece is connected fixedly.

With respect to the related art in the above, the inventors consider that there are the following drawbacks: the shear wall that lower part was pour in the comparison file provides the basis for the template of upper portion is propped up, carries out the segmentation and pours, and every one section shear wall of pouring all needs readjustment template's straightness that hangs down, and complex operation, every section shear wall all uses adjacent lower part shear wall as the basis to adjust moreover, and the basis is selected differently, consequently, very easy deviation appears, and the precision is low, and construction quality is difficult to guarantee.

Disclosure of Invention

In order to solve the problem that the perpendicularity of the template needs to be adjusted for multiple times, the utility model provides an ultrahigh shear wall pouring template structure.

The utility model provides an ultra-high shear wall pouring template structure, which adopts the following technical scheme:

an ultra-high shear wall casting formwork structure comprising: two symmetrical templates arranged on the outer side of the framework and a support arranged on the outer side of the templates and abutted against the templates, wherein the templates are composed of a plurality of plate bodies hinged end to end in sequence, and fixing assemblies used for fixing adjacent plate bodies to enable the two plate bodies to be coplanar are arranged on the plate bodies.

By adopting the technical scheme, the template is folded during storage, so that the template is convenient to transport and store; when the template is used, the template is opened, the fixing assembly is used for fixing, a flat plate can be formed, the perpendicularity is only required to be adjusted once, the precision is high, and the construction quality is improved.

The utility model further provides that: the fixing assembly comprises a support plate arranged on the side edge of the plate body, a jack is arranged on the support plate, a plug rod is arranged in the jack in a penetrating mode, and the plug rod and the plate body are coplanar.

Through adopting above-mentioned technical scheme, spreading the back with the template, adjacent jack aligns, in sliding into adjacent jack simultaneously with the inserted bar, adjacent plate body is fixed, simple operation, labour saving and time saving.

The utility model further provides that: the outside of the inserted link is sleeved with a spring, one end of the spring is connected to the inserted link, the other end of the spring is connected to the support plate, and the spring enables the inserted link to slide towards the direction of the adjacent support plate.

Through adopting above-mentioned technical scheme, under the effect of spring restoring force, the inserted bar supports tightly in the jack, and the inserted bar is difficult for pine to take off, and is fixed more firm.

The utility model further provides that: the support comprises a telescopic rod which is hinged to one side, far away from the framework, of each plate body and has a supporting function, and the other end of the telescopic rod is fixed on the ground.

By adopting the technical scheme, each plate body is supported by the telescopic rod, and the plate bodies are not easy to displace when concrete is poured, so that the construction quality is improved; after construction, the telescopic rod can be shortened, and storage and transportation are convenient.

The utility model further provides that: the telescopic rod comprises a first rod body hinged to the plate body and a second rod body slidably connected to the first rod body, the other end of the second rod body is fixed to the ground, and a locking assembly for locking the second rod body is arranged on the first rod body.

Through adopting above-mentioned technical scheme, when adjusting the length of telescopic link, directly promote the second body of rod to slide along first body of rod, accommodation speed is fast, and it is convenient to adjust, labour saving and time saving.

The utility model further provides that: the locking assembly comprises a strip-shaped hole arranged on the first rod body along the length direction of the first rod body, a through hole corresponding to the strip-shaped hole is formed in the second rod body, a bolt is arranged in the strip-shaped hole and the through hole in a penetrating mode, a nut is connected with the end portion of the bolt in a threaded mode, and the nut abuts against the outer wall of the first rod body.

Through adopting above-mentioned technical scheme, adjust the telescopic link to predetermined length back, pass bar hole and corresponding through-hole with the bolt, with the nut revolve to the bolt tip can, the simple operation, labour saving and time saving.

The utility model further provides that: the first rod body is provided with a plurality of anti-skid grooves which are sequentially distributed and used for accommodating nuts and nuts on bolts along the length direction of the first rod body, wherein the anti-skid grooves are positioned at the positions of the strip-shaped holes.

Through adopting above-mentioned technical scheme, after the fixed completion, nut and nut all are located corresponding anti-skidding inslot, have reduced the relative first body of rod of second body of rod possibility of skidding, and the fixed more firm.

The utility model further provides that: the end part of the inserted link is spherical.

Through adopting above-mentioned technical scheme, when the inserted bar slides into the jack, plays the guide effect, makes the inserted bar more easily slide into in the jack.

In summary, the utility model has the following beneficial effects:

1. the template is folded during storage, so that the transportation and storage are facilitated; when in use, the template can be opened to form a flat plate, and the verticality is only required to be adjusted once, so that the precision is high, and the construction quality is improved.

2. Each plate body is supported through the telescopic rod, and when concrete is poured, the plate bodies are not easy to deviate, so that the construction quality is further improved.

Drawings

FIG. 1 is a schematic overall structure of an embodiment of the present utility model;

FIG. 2 is an enlarged view of FIG. 1 at A in accordance with an embodiment of the present utility model;

fig. 3 is a cross-sectional view of the overall structure of the telescopic rod according to an embodiment of the present utility model.

Reference numerals illustrate:

1. a skeleton; 2. a template; 21. a plate body; 22. a support plate; 23. a jack; 24. a rod; 25. a spring; 3. a telescopic rod; 32. a first rod body; 33. a second rod body; 34. a bar-shaped hole; 35. a through hole; 36. a bolt; 37. a nut; 38. an anti-skid slot.

Detailed Description

The present utility model will be described in further detail with reference to the accompanying drawings.

This embodiment: an ultra-high shear wall casting formwork structure, referring to fig. 1, comprising: two symmetrical vertical templates 2 propped against the outer side of the framework 1 and a bracket propped against the outer side of the templates 2, wherein the templates 2 are formed by three sequentially hinged plate bodies 21 from head to tail along the height direction of the templates, and fixing components for fixing the adjacent plate bodies 21 to enable the two plate bodies 21 to be coplanar are arranged on the side edges of the plate bodies 21.

The support is including vertical rotation connection on every plate body 21 keep away from telescopic link 3 that has the support function of skeleton 1 one side, and telescopic link 3's the other end anchor is subaerial, and what needs to be explained is that three telescopic link 3 are crisscross setting in the horizontal direction, and the benefit that sets up like this lies in that template 2 overall stress is more even, supports more firmly.

During construction, the plurality of plate bodies 21 are turned over to the same plane, the adjacent plate bodies 21 are fixed through the fixing assembly, the plurality of plate bodies 21 form a whole flat plate, the template 2 is fixed on the framework 1, then the telescopic rods 3 are used for supporting, and finally concrete is poured. Only need adjust once the straightness that hangs down in the work progress, the precision is high, has improved construction quality, supports three plate body 21 respectively through three telescopic link 3, and when pouring concrete, plate body 21 is difficult for squinting, has further promoted construction quality. After the construction is finished, the restriction of the fixing component is released, and the three plate bodies 21 are folded together, so that the storage and the transportation are convenient.

Wherein, fixed subassembly includes the extension board 22 that welds respectively in plate body 21 side top and bottom, has offered jack 23 on the extension board 22, and the vertical inserted bar 24 that wears to be equipped with in the adjacent jack 23, and the outside cover of inserted bar 24 is equipped with spring 25, and spring 25 one end fixed connection is on inserted bar 24, and spring 25 other end fixed connection is on extension board 22, and spring 25 makes inserted bar 24 produce the trend of the slip of adjacent extension board 22 direction.

Before the plate body 21 is turned over, the inserting rod 24 is pulled up, at this moment, the spring 25 is in a stretched state, when the adjacent inserting holes 23 are aligned, the inserting rod 24 is loosened, under the action of restoring force of the spring 25, the inserting rod 24 rebounds into the adjacent inserting holes 23, in order to enable the inserting rod 24 to slide into the inserting holes 23 more easily, the end part of the inserting rod 24 is spherical, and after the inserting rod 24 slides into the adjacent inserting holes 23, the adjacent plate body 21 is fixed, and the operation is convenient and fast, and the fixation is firm.

Referring to fig. 2 and 3, the telescopic rod 3 includes a first rod 32 vertically rotatably connected to the plate 21 at a side far from the frame 1, and a second rod 33 slidably connected to the first rod 32 along a length direction of the first rod 32, wherein the other end of the second rod 33 is anchored to the ground, and a locking assembly for locking the second rod 33 is disposed on the first rod 32.

The locking assembly comprises a bar-shaped hole 34 arranged on the first rod body 32 along the length direction of the first rod body 32, a through hole 35 corresponding to the bar-shaped hole 34 is arranged on the second rod body 33, a bolt 36 is arranged in the bar-shaped hole 34 and the through hole 35 in a sliding mode, a nut 37 is connected to the end portion of the bolt 36 in a threaded mode, and a plurality of anti-slip grooves 38 which are arranged in sequence and used for accommodating the nut 37 and the nut on the bolt 36 are formed in the position, located in the bar-shaped hole 34, of the first rod body 32 along the length direction of the first rod body 32.

After the template 2 is fixed on the outer side of the framework 1, the second rod body 33 is pushed to slide along the first rod body 32 according to the height of the plate body 21 until the other end of the second rod body 33 is abutted against the ground, the bolt 36 passes through the strip-shaped hole 34 and the through hole 35, a nut on the bolt 36 enters the anti-slip groove 38, the nut 37 is screwed to the end of the bolt 36, the nut 37 enters the other anti-slip groove 38, and finally the end of the second rod body 33 is anchored to the ground. The three plate bodies 21 are respectively supported, so that the possibility of the plate bodies 21 shifting in the concrete pouring process is reduced, and the construction quality is further improved. After the construction is finished, the second rod 33 is slid back into the first rod 32, so that the storage and transportation are facilitated.

The embodiment of the utility model provides an implementation principle of an ultrahigh shear wall pouring template structure, which comprises the following steps: during construction, three plate bodies 21 are turned over to the same plane, adjacent plate bodies 21 are fixed through inserting rods 24, then the templates 2 are fixed on two sides of the framework 1, then the second rod body 33 is slid to a preset position, the second rod body 33 is fixed through bolts 36 and nuts 37, and then the end parts of the second rod body 33 are anchored on the ground, so that concrete pouring can be started. Only need adjust once the straightness that hangs down in the work progress, the precision is high, has improved construction quality, supports three plate body 21 respectively through three telescopic link 3, and when pouring concrete, plate body 21 is difficult for squinting, has further promoted construction quality. After construction, the template 2 is folded, the telescopic rod 3 is contracted, and storage and transportation are facilitated.

The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.

Claims

1. The utility model provides a template structure is pour to super high shear wall which characterized in that includes: two symmetrical templates (2) arranged on the outer side of the framework (1) and a support which is arranged on the outer side of the templates (2) and is abutted to the templates (2), wherein the templates (2) are composed of a plurality of sequentially hinged plate bodies (21) from beginning to end, and fixing components used for fixing adjacent plate bodies (21) to enable the two plate bodies (21) to be coplanar are arranged on the plate bodies (21).

2. The ultra-high shear wall casting formwork structure as claimed in claim 1, wherein: the fixing assembly comprises a support plate (22) arranged on the side edge of the plate body (21), a jack (23) is arranged on the support plate (22), a plug rod (24) is arranged in the jack (23) in a penetrating mode, and the plug rod (24) is coplanar with the plate body (21).

3. The ultra-high shear wall casting formwork structure as claimed in claim 2, wherein: the utility model discloses a novel electric iron for a bicycle, including inserted bar (24) overcoat is equipped with spring (25), spring (25) one end is connected on inserted bar (24), spring (25) other end is connected on extension board (22), spring (25) make inserted bar (24) produce towards adjacent extension board (22) orientation sliding trend.

4. The ultra-high shear wall casting formwork structure as claimed in claim 1, wherein: the support comprises a telescopic rod (3) which is hinged to one side, far away from the framework (1), of each plate body (21), the telescopic rod has a supporting function, and the other end of the telescopic rod (3) is fixed on the ground.

5. The ultra-high shear wall casting formwork structure as claimed in claim 4, wherein: the telescopic rod (3) comprises a first rod body (32) hinged to the plate body (21) and a second rod body (33) connected in the first rod body (32) in a sliding mode, the other end of the second rod body (33) is fixed on the ground, and a locking assembly used for locking the second rod body (33) is arranged on the first rod body (32).

6. The ultra-high shear wall casting formwork structure as claimed in claim 5, wherein: the locking assembly comprises a strip-shaped hole (34) arranged on the first rod body (32) along the length direction of the first rod body (32), a through hole (35) corresponding to the strip-shaped hole (34) is formed in the second rod body (33), a bolt (36) is arranged in the strip-shaped hole (34) and the through hole (35) in a penetrating mode, a nut (37) is connected with the end portion of the bolt (36) in a threaded mode, and the nut (37) abuts against the outer wall of the first rod body (32).

7. The ultra-high shear wall casting formwork structure as claimed in claim 6, wherein: the first rod body (32) is provided with a plurality of anti-slip grooves (38) which are sequentially distributed and used for accommodating nuts (37) and nuts on bolts (36) along the length direction of the first rod body (32) at the positions of the strip-shaped holes (34).

8. The ultra-high shear wall casting formwork structure as claimed in claim 2, wherein: the end of the inserted link (24) is spherical.