CN113027119A

CN113027119A - Building template construction wall and

Info

Publication number: CN113027119A
Application number: CN202110339357.2A
Authority: CN
Inventors: 杨元东
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-03-30
Filing date: 2021-03-30
Publication date: 2021-06-25

Abstract

the invention relates to the technical field of building templates and discloses a building template construction wall which comprises two channel steel, screws, inner tops, round holes, screw holes and through holes, wherein the two channel steel are oppositely distributed on the left and right sides, a plurality of screw holes are respectively formed in the opposite sides of the two channel steel, the inner tops are placed between the two channel steel, the through holes are integrally formed in the inner tops, the screws penetrate through the inner parts of the through holes, the two ends of the screws extend to one side of the channel steel, and the screws are in threaded connection with the screw holes; according to the invention, channel steel is selected as a main element of the wall and the body, the channel steel can meet the corrosion resistance and can be connected left and right, and the template is corrected as long as the wall and the body are corrected; according to the requirement of convenient installation and disassembly, a screw connection method is selected, and the traditional iron nail connection method is low in efficiency, difficult to assemble and disassemble.

Description

building template construction wall and

Technical Field

The invention relates to the technical field of building templates, in particular to a building template construction wall.

Background

Reinforced concrete construction is the mainstream of modern building engineering. Generally, two to three years are required to complete a major project of a high-rise building. The most time-consuming of the subject engineering is the template engineering. The formwork engineering not only needs to use formwork blocks to splice and manufacture containers with different sizes at high altitude, but also needs to assemble and fix a supporting system bearing gravity and vibration force. Although the steel template technology improves the connecting mode of the traditional wood template and increases the using times, the residual deformation has great influence on the construction efficiency, and the types are various because the steel template cannot be cut on the spot, thereby bringing some negative effects. Although the aluminum steel formwork technology can omit vertical connection, the problem of transverse connection still exists, and therefore the numbering construction problem occurs. The numbering construction causes the stacking and blocking of the templates, and the normal unfolding of the construction is hindered. The existence of a plurality of problems is to improve a building template construction wall and, on one hand, solve the influence of the residual deformation of the steel template; on the other hand, the problems of numbering construction of the aluminum steel templates and the like are solved.

Disclosure of Invention

Technical problem to be solved

Aiming at the defects of the prior art, the invention provides a building template construction wall, which solves the problems of fixing, connecting, correcting, disassembling and the like in template engineering.

(II) technical scheme

In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a building templates construction wall and, includes channel-section steel, screw, interior top, round hole, screw hole and through-hole, the quantity of channel-section steel is two, two relative distribution about the channel-section steel, two a plurality ofly are seted up respectively to the opposite side of channel-section steel the screw hole, two placed between the channel-section steel interior top, the inside integrated into one piece on interior top has the through-hole, the inside of through-hole is run through there the screw, just the both ends of screw extend to one side of channel-section steel, and the screw with screw hole threaded connection, every a plurality of is seted up respectively to the front surface and the rear surface of channel-section steel the round hole is relative around being in the coincidence of the centre of a circle of round hole.

Preferably, the screw is of a cylindrical structure, the outer side wall of the screw is provided with threads, and the length of the screw is greater than the distance between the two channel steels.

Preferably, the channel steel is made of one of iron steel, aluminum steel, alloy steel and plastic steel.

Preferably, the inner top is a steel pipe or a prefabricated reinforced concrete member, and the prefabricated reinforced concrete member is made by using high-quality cement, properly adding sand and small stone aggregate, mixing, placing into a model plate, and combining with the spring-shaped spiral steel wire.

Preferably, the channel steel, the screws and the inner roof form a wall.

(III) advantageous effects

The invention provides a building template construction wall, which has the following beneficial effects:

(1) the invention solves the problems of fixing, connecting, correcting, disassembling and the like in the template engineering, selects channel steel as main elements of the wall and the body according to the requirement of rigidity strength, can meet the corrosion resistance, can be connected left and right, and corrects the template as long as correcting the wall and the body as the template is arranged on the wall and the body; according to the requirement of convenient installation and disassembly, a screw connection method is selected, and the traditional iron nail connection method has low efficiency, difficult nail installation and more difficult disassembly; according to the fact that the section of a building structure changes, the thickness of the wall body is controlled by selecting and using the inner top, and the two channel steel form a skeleton whole by adding screws on the inner top, so that the wall can be corrected and fixed conveniently; according to the deformation reality in template preparation and the use, wall and design reserve has 1 ~ 4mm of template movement joint size, like this, the residual deformation of template will be held by wall and the movement joint who reserves, remove the work that the template warp and receive again from, make the template just can drop into used repeatedly at once tearing open, because the channel-section steel establishes the screw hole as the connecting hole, the frame of template can be made to the square pipe of template using, choose the plastics that anti cement chemical corrosion nature is strong as the panel for use, the live time of extension template, reduce the equal share cost of template.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic perspective view of the channel of FIG. 1 according to the present invention;

FIG. 3 is a schematic illustration of the inside top perspective view of FIG. 1 in accordance with the present invention;

FIG. 4 is a schematic diagram of a construction structure of a shear wall according to the present invention;

FIG. 5 is a schematic diagram of a construction structure of a shear wall according to the present invention;

FIG. 6 is a schematic diagram of a construction structure of a square column according to the present invention;

FIG. 7 is a schematic view of the construction structure of the present invention applied to a super large square column;

FIG. 8 is a schematic view of a construction structure applied to a node of an intersecting wall according to the present invention;

FIG. 9 is a schematic view of a T-shaped joint construction structure according to the present invention;

FIG. 10 is a schematic view of a construction structure applied to a cross-shaped joint according to the present invention;

FIG. 11 is a schematic structural view of an exterior wall form for installing floors using a support frame according to the present invention;

fig. 12 is a schematic structural view of an exterior wall formwork for installing a floor using a support frame according to the present invention.

In the figure: 100. walls and; 1. channel steel; 2. screws; 3. inner jacking; 4. a circular hole; 5. a screw hole; 6. a through hole; 7. a template; 8. a square tube; 9. angle steel; 10. a pad; 11. an outer wall body; 12. a floor slab; 13. reserving a steel bar; 14. a support frame.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

As shown in fig. 1-3, the present invention provides a technical solution: a building template construction wall comprises channel steel 1, screws 2, inner tops 3, round holes 4, screw holes 5 and through holes 6, the number of the channel steel 1 is two, the two channel steel 1 are oppositely distributed left and right, the opposite sides of the two channel steel 1 are respectively provided with the screw holes 5, the inner tops 3 are placed between the two channel steel 1, the through holes 6 are integrally formed in the inner parts of the inner tops 3, the screws 2 penetrate through the through holes 6, the two ends of the screws 2 extend to one side of the channel steel 1, the screws 2 are in threaded connection with the screw holes 5, the front surface and the rear surface of each channel steel 1 are respectively provided with the round holes 4, the centers of the round holes 4 which are opposite in the front and the rear are superposed, the designed wall and the main body of the wall face the problems of fixing, connecting, correcting, disassembling and the like of template engineering together, the main body of the wall is a pair of channel steel 1, and a plurality of, can be flexibly adjusted to adapt to various linear section changes of the construction drawing.

In this embodiment, the wall 100 must be fixed to the floor, and the diagonal brace is generally used, and the diagonal brace can fix not only the wall 100 but also the wall 100, the installation position and the number of the wall 100, and can be determined according to the actual situation, and generally, the form 7 has at least one side fixed to the wall 100, otherwise, the form is displaced.

Further, the screw 2 is of a cylindrical structure, the outer side wall of the screw 2 is provided with threads, and the length of the screw 2 is greater than the distance between the two channel steels 1.

Further, channel-section steel 1's material is one of them for iron steel, aluminium steel, alloy steel or plastic steel, and screw hole 5 on the 1 axis of channel-section steel has the effect in two aspects, connects two channel-section steels 1 firstly, secondly connects the bearing diagonal, and the round hole 4 of connecting the template on 1 both sides of channel-section steel will two-way align with the connecting hole of template 7, and the hole interval aligns promptly and template face and channel-section steel face parallel and level in order to contain the residual deformation of template, need reserve certain gap and leave in between two templates.

Furthermore, the inner top 3 is a steel pipe or a prefabricated reinforced concrete member, the prefabricated reinforced concrete member is made by using high-quality cement, properly adding sand and small stone aggregate, mixing, placing into a model plate and combining with the spring-shaped spiral steel wire, and the prefabricated reinforced concrete member has high strength.

Furthermore, the channel steel 1, the screws 2 and the inner top 3 form a wall 100, deformation joint vacant positions are reserved on the wall 100, residual deformation can be accommodated, the residual deformation after the template is used does not need to be repaired, the wall 100 can be immediately put into use after being disassembled, the designed wall and the wall 100 can optimize the combination of template materials, pure steel materials such as iron steel, aluminum steel and the like can be selected, and combined materials such as an aluminum steel frame and plastic panel combination can also be selected.

The arrangement of the walls and 100 is also different for different building sections, but the basic positions do not differ much.

As shown in fig. 4, it is the construction of a shear wall, generally, a wall and 100 are respectively arranged at two ends, and the wall and 100 are properly added in the middle according to the specification template; as shown in fig. 5, if the wall body is longer, a wall 100 is set up at the end from the end, and the wall 100 is sequentially added according to a certain distance until the end.

As shown in fig. 6, it is the construction of square column, which can be generally implemented by using two kinds of walls and 100; as shown in FIG. 7, it is a super large square column construction, generally using four walls and 100, there are two kinds of square column formworks, fixed size formworks and variable cross-section formworks, and the cross-section can be changed at the corner or the middle part.

As shown in fig. 8-10, it is the construction of the intersecting wall node, the intersecting node of the wall has three types of right angle, t-shape and cross-shape, except using wall 100, the installation of the template 7 can be completed by properly matching the square tube 8 and the angle steel 9; the right-angle node in FIG. 8 is formed by connecting two walls 100 with a square pipe 8 by using an angle steel 9; the T-shaped node in the figure 9 is connected with a third-grade wall 100 through a square pipe 8, the cross-shaped node in the figure 10 is connected with a fourth-grade wall 100 through a fourth-grade angle 9 and a square pipe 8.

As shown in fig. 11-12, the external wall formwork of the floor is installed by using the supporting frame 14, firstly, fig. 11 is installed, that is, firstly, an indoor channel steel 1 is installed and fixed, then, an outdoor channel steel 1 is installed, the whole wall 100 is corrected and fixed, and an inclined bracket 14 can be added in the room if the indoor channel steel 1 needs to be strengthened and fixed, as shown in fig. 12. The gravity for supporting the channel steel 1 and the template 7 outside and the vibration force generated in the concrete pouring process are all born by the screw 2 penetrating through the wall, and the screw 2 used for penetrating through the wall is the guarantee for the construction quality and the safety.

In conclusion, the working process of the invention is as follows: wall and 100 use in the construction, and wall and 100 use on the construction of shear force wall, square column, super large square column, T-shaped node, cross node, and wall and 100 operation are dismantled conveniently, and the residual deformation of template can be held by wall and the movement joint that 100 reserved, removes the work that the template warp to recover from, makes the template just can drop into used repeatedly at once to tear down.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

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

1. The utility model provides a building templates construction wall and, includes channel-section steel (1), screw (2), interior top (3), round hole (4), screw hole (5) and through-hole (6), its characterized in that: the quantity of channel-section steel (1) is two, two relative distribution about channel-section steel (1), two a plurality ofly are seted up respectively to the opposite side of channel-section steel (1) screw hole (5), two placed between channel-section steel (1) interior top (3), the inside integrated into one piece of interior top (3) has through-hole (6), the inside of through-hole (6) is run through screw (2), just the both ends of screw (2) extend to one side of channel-section steel (1), and screw (2) with screw hole (5) threaded connection, every a plurality of is seted up respectively to the front surface and the rear surface of channel-section steel (1) round hole (4), it is relative around being in the coincidence of the centre of a circle of round hole (4).

2. A building form construction wall according to claim 1 and further comprising: the screw (2) is of a cylindrical structure, the outer side wall of the screw (2) is provided with threads, and the length of the screw (2) is greater than the distance between the two channel steel (1).

3. A building form construction wall according to claim 1 and further comprising: the channel steel (1) is made of one of iron steel, aluminum steel, alloy steel and plastic steel.

4. A building form construction wall according to claim 1 and further comprising: the inner roof (3) is a steel pipe or a prefabricated reinforced concrete member, and the prefabricated reinforced concrete member is made by using high-quality cement, properly adding sand and small stone aggregate, mixing, placing into a model plate, and combining with a spring-shaped spiral steel wire.

5. A building form construction wall according to claim 1 and further comprising: the channel steel (1), the screws (2) and the inner top (3) form a wall (100).