CN218091992U - A exempt from trompil lightweight template for vertical post-cast strip of assembled structure - Google Patents
A exempt from trompil lightweight template for vertical post-cast strip of assembled structure Download PDFInfo
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- CN218091992U CN218091992U CN202221219609.4U CN202221219609U CN218091992U CN 218091992 U CN218091992 U CN 218091992U CN 202221219609 U CN202221219609 U CN 202221219609U CN 218091992 U CN218091992 U CN 218091992U
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Abstract
The utility model relates to an exempt from trompil lightweight template for vertical post-cast strip of assembled structure belongs to building engineering technical field, including magnesium alloy square tube frame and prefabricated shear force wall, the outer wall fixedly connected with high strength plastic panel of magnesium alloy square tube frame, the positive surface of magnesium alloy square tube frame is close to edge through connection and has the bolt, and the inner wall bottom intermediate position fixed mounting of magnesium alloy square tube frame has prefabricated shear force wall. The utility model discloses, the lightweight template structure of trompil is exempted from to shear force wall post-cast strip position like this simple structure, light in weight can the integral erection, wholly demolishs, and is single can accomplish, easy operation, and the construction work efficiency is high, exempts from to open the split rod hole for the seepage hidden danger is low, sets up leak-proof thick liquid structure, and interface shaping is of high quality, can have enough to meet the need the use, economic environmental protection.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to an exempt from trompil lightweight template that is used for vertical post-cast strip of assembled structure.
Background
The template system that the vertical post-cast strip of assembled structure is commonly used at present has: a conventional wood formwork system and an aluminum formwork system. The former has complex mounting and dismounting procedures, low construction efficiency, poor integral forming quality and high picking and chiseling cost of a later interface part, the latter standard plate is still designed by using a cast-in-place structure idea, a conventional 600-width post-cast strip needs a plurality of vertical templates, a cast-in-place area needs to be reinforced by adopting split screws or pulling pieces, the cost of plugging holes or pulling pieces is additionally increased, the mounting and dismounting efficiency is low, and the hidden danger of leakage exists; the back edge of the conventional aluminum mould wallboard considers the use of a large-surface wall body, the back edge is relatively dense, a plurality of templates are adopted for integral assembly and integral disassembly, the weight of the integral template is heavy, the operation can not be carried out by a single person, and the construction efficiency is low.
SUMMERY OF THE UTILITY MODEL
The utility model provides a exempt from trompil lightweight template for vertical post-cast strip of assembled structure has solved the problem that current assembled structure vertical post-cast strip construction is complicated, the work efficiency is low, the quality is poor.
The utility model provides a scheme as follows of above-mentioned technical problem: the utility model provides a exempt from trompil lightweight template for vertical post-cast strip of assembled structure, includes magnesium alloy square tube frame and prefabricated shear force wall, the outer wall fixedly connected with high strength plastic panel of magnesium alloy square tube frame, the positive surface of magnesium alloy square tube frame is close to edge through connection and has the bolt, the inner wall bottom intermediate position fixed mounting of magnesium alloy square tube frame has prefabricated shear force wall, the intermediate position of prefabricated shear force wall is provided with cast-in-place district, the equal fixedly connected with screw sleeve in edge that the both sides of prefabricated shear force wall are close to cast-in-place district, the one side intermediate position that prefabricated shear force wall is close to cast-in-place district has seted up the anti-overflow thick liquid tongue-and-groove, the both sides edge that prefabricated shear force wall is close to the anti-overflow thick liquid tongue-groove all pastes the elastic sealing strip.
On the basis of the technical scheme, the utility model discloses can also do following improvement.
Furthermore, back-edge columns are fixedly connected to the middle positions of the inner walls of the magnesium alloy square tube frames, and the back-edge columns are arranged to be sparse from top to bottom.
Furthermore, the arrangement distance of the threaded sleeve is matched with the arrangement distance of the back edge column of the magnesium alloy square tube frame.
Further, the inner wall of the threaded sleeve is provided with a thread groove matched with the bolt.
Furthermore, through holes matched with the bolts are uniformly formed in the front surface, close to the edge, of the high-strength plastic panel.
Furthermore, prestressed reinforcements are uniformly arranged on the inner wall of the prefabricated shear wall.
Furthermore, the through holes matched with the bolts are formed in the positions, close to each group of back-edge columns, of the edges of the front surface of the magnesium alloy square tube frame.
Furthermore, the magnesium alloy square tube frame can be fixedly connected with a threaded sleeve at the prefabricated shear wall through a bolt.
The utility model provides an exempt from trompil lightweight template for vertical post-cast strip of assembled structure has following advantage:
like this shear force wall post-cast strip position exempts from lightweight template of trompil simple structure, light in weight can the integral erection, wholly demolishs, and single can accomplish, easy operation, the construction work efficiency is high, exempts from to open the split screw rod hole for the seepage hidden danger is low, sets up the leak protection thick liquid structure, and interface shaping is of high quality, can have enough to meet the need the use, economic environmental protection.
The above description is only an outline of the technical solution of the present invention, and in order to make the technical means of the present invention more clearly understood and to be implemented in accordance with the content of the specification, the following detailed description will be given of preferred embodiments of the present invention in conjunction with the accompanying drawings. The following examples and the accompanying drawings illustrate specific embodiments of the present invention.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the invention without undue limitation to the invention. In the drawings:
fig. 1 is a three-dimensional effect diagram of a hole-free lightweight formwork for a vertical post-cast strip of an assembled structure according to an embodiment of the present invention;
fig. 2 is a top view of a tapping-free lightweight form for a vertical post-cast strip of an assembled structure according to an embodiment of the present invention;
fig. 3 is a side view of a hole-free lightweight form for a vertical post-cast strip of an assembled structure according to an embodiment of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a magnesium alloy square tube frame; 2. a high-strength plastic panel; 3. a bolt; 4. prefabricating a shear wall; 5. a threaded sleeve; 6. a pulp overflow prevention rabbet; 7. an elastic sealing strip.
Detailed Description
The principles and features of the present invention are described below in conjunction with the accompanying fig. 1-3, the examples given are intended to illustrate the present invention and are not intended to limit the scope of the invention. The invention is described in more detail in the following paragraphs by way of example with reference to the accompanying drawings. The advantages and features of the present invention will become more fully apparent from the following description and appended claims. It should be noted that the drawings are in simplified form and are not to precise scale, and are provided for convenience and clarity in order to facilitate the description of the embodiments of the present invention.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When a component is referred to as being "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical," "horizontal," "left," "right," and the like are used herein for purposes of illustration only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
As shown in FIGS. 1-3, a exempt from trompil lightweight template for vertical post-cast strip of assembled structure, includes magnesium alloy square tube frame 1 and prefabricated shear wall 4, its characterized in that: the outer wall of the magnesium alloy square pipe frame 1 is fixedly connected with a high-strength plastic panel 2, bolts 3 are connected to the front surface of the magnesium alloy square pipe frame 1 in a penetrating mode close to the edges of the front surface, a prefabricated shear wall 4 is fixedly installed at the middle position of the bottom of the inner wall of the magnesium alloy square pipe frame 1, a cast-in-place area is arranged at the middle position of the prefabricated shear wall 4, threaded sleeves 5 are fixedly connected to the edges of the two sides of the prefabricated shear wall 4 close to the cast-in-place area, an anti-slurry-overflow groove and tongue 6 is formed in the middle position of one side of the prefabricated shear wall 4 close to the cast-in-place area, and elastic sealing strips 7 are pasted to the edges of the two sides of the prefabricated shear wall 4 close to the anti-slurry-overflow groove and tongue 6.
Preferably, the middle position of the inner wall of the magnesium alloy square tube frame 1 is fixedly connected with back-edge columns, the back-edge columns are arranged to be sparse at the upper part and dense at the lower part, and the arrangement structure enables the device to be lighter than a conventional aluminum die by 50%, so that the structure is more stable, and meanwhile, the whole plate is light in weight and convenient to operate.
Preferably, the arrangement distance of the threaded sleeve 5 is matched with the arrangement distance of the back edge column of the magnesium alloy square tube frame 1, split screw holes are avoided, and the hidden danger of leakage of the outer wall is reduced.
Preferably, the inner wall of the threaded sleeve 5 is provided with a thread groove adapted to the bolt 3, so that the bolt 3 can be fixedly connected with the threaded sleeve 5.
Preferably, the front surface of the high-strength plastic panel 2 is evenly provided with through holes matched with the bolts 3 near the edge, so that the bolts 3 can pass through the through holes conveniently.
Preferably, the inner wall of the precast shear wall 4 is uniformly provided with prestressed reinforcements.
Preferably, the through-hole with bolt 3 looks adaptation is all seted up near the position of every group back of the body stupefied post in the front surface edge of magnesium alloy square tube frame 1 for bolt 3 can pass magnesium alloy square tube frame 1 and threaded sleeve 5 threaded connection.
Preferably, the magnesium alloy square tube frame 1 can be fixedly connected with a threaded sleeve 5 at the prefabricated shear wall 4 through a bolt 3.
The utility model discloses a concrete theory of operation and application method do: the prefabricated shear wall 4 is provided with threaded sleeves 5 according to the distance between the back prismatic columns of the magnesium alloy square tube frame 1, the surface of the high-strength plastic panel 2 is coated with a release agent, elastic sealing strips 7 are adhered to the threaded sleeves 5, the magnesium alloy square tube frame 1 and the high-strength plastic panel 2 can be fixedly connected with the threaded sleeves 5 at the prefabricated shear wall 4 through bolts 3, after fixing is finished, structural steel bars in a cast-in-place area can be bound, the prefabricated shear wall 4 is hoisted and then sealed and grouted, after concrete pouring is finished, the magnesium alloy square tube frame 1 and the high-strength plastic panel 2 can be detached by screwing out the bolts 3, and the prefabricated shear wall and the high-strength plastic panel can be turned to other floors for later use.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way; the present invention can be smoothly implemented by those skilled in the art according to the drawings and the above description; however, those skilled in the art should understand that changes, modifications and variations made by the above-described technology can be made without departing from the scope of the present invention, and all such changes, modifications and variations are equivalent embodiments of the present invention; meanwhile, any changes, modifications, evolutions, etc. of the above embodiments, which are equivalent to the actual techniques of the present invention, still belong to the protection scope of the technical solution of the present invention.
Claims (8)
1. The utility model provides a exempt from trompil lightweight template for vertical post-cast strip of assembled structure, includes magnesium alloy square tube frame (1) and precast shear wall (4), its characterized in that: the magnesium alloy square tube frame is characterized in that a high-strength plastic panel (2) is fixedly connected to the outer wall of the magnesium alloy square tube frame (1), bolts (3) are connected to the front surface of the magnesium alloy square tube frame (1) in a penetrating mode and are close to the edges of the front surface, a prefabricated shear wall (4) is fixedly installed at the middle position of the bottom of the inner wall of the magnesium alloy square tube frame (1), a cast-in-place area is arranged at the middle position of the prefabricated shear wall (4), threaded sleeves (5) are fixedly connected to the edges of the two sides of the prefabricated shear wall (4) close to the cast-in-place area, an anti-slurry-overflow rabbet (6) is formed in the middle position of one side of the prefabricated shear wall (4) close to the cast-in-place area, and elastic sealing strips (7) are pasted to the edges of the two sides of the prefabricated shear wall (4) close to the anti-slurry-overflow rabbet (6).
2. The non-perforated light-weight formwork for the vertical post-cast strip of the fabricated structure according to claim 1 is characterized in that back-corrugated columns are fixedly connected to the middle position of the inner wall of the magnesium alloy square tube frame (1), and the back-corrugated columns are arranged to be sparse at the upper part and dense at the lower part.
3. The non-perforated lightweight formwork for the vertical post-cast strip of the fabricated structure according to claim 1, wherein the arrangement distance of the threaded sleeve (5) is matched with the arrangement distance of the back edge column of the magnesium alloy square pipe frame (1).
4. The open-free lightweight formwork for the vertical post-cast strip of the fabricated structure according to claim 1, wherein the inner wall of the threaded sleeve (5) is provided with a thread groove adapted to the bolt (3).
5. The non-perforating light-weight template for the vertical post-cast strip of the fabricated structure as claimed in claim 1, characterized in that the front surface of the high-strength plastic panel (2) close to the edge is uniformly provided with through holes adapted to the bolts (3).
6. The non-perforated lightweight formwork for the vertical post-cast strip of the fabricated structure according to claim 1, wherein the inner wall of the precast shear wall (4) is uniformly provided with prestressed reinforcement.
7. The non-perforated light-weight formwork for the vertical post-cast strip of the fabricated structure according to claim 1, wherein through holes matched with the bolts (3) are formed in the positions, close to each group of back prismatic columns, of the edge of the front surface of the magnesium alloy square tube frame (1).
8. The non-perforating lightweight formwork for the vertical post-cast strip of the fabricated structure as claimed in claim 1, wherein the magnesium alloy square tube frame (1) can be fixedly connected with the threaded sleeve (5) at the prefabricated shear wall (4) through bolts (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221219609.4U CN218091992U (en) | 2022-05-20 | 2022-05-20 | A exempt from trompil lightweight template for vertical post-cast strip of assembled structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221219609.4U CN218091992U (en) | 2022-05-20 | 2022-05-20 | A exempt from trompil lightweight template for vertical post-cast strip of assembled structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218091992U true CN218091992U (en) | 2022-12-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221219609.4U Active CN218091992U (en) | 2022-05-20 | 2022-05-20 | A exempt from trompil lightweight template for vertical post-cast strip of assembled structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218091992U (en) |
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2022
- 2022-05-20 CN CN202221219609.4U patent/CN218091992U/en active Active
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