CN109555245B

CN109555245B - Curtain skin type building

Info

Publication number: CN109555245B
Application number: CN201710931894.XA
Authority: CN
Inventors: 罗晓晖
Original assignee: Individual
Current assignee: Individual
Priority date: 2017-09-25
Filing date: 2017-09-25
Publication date: 2021-04-16
Anticipated expiration: 2037-09-25
Also published as: CN109555245A

Abstract

A curtain skin type building, its component surface sets up the tough thin curtain skin can replace some reinforcing bars to be more uniform and tensile to prevent collapsing; and the curtain skin is well stretched, the outline is convenient to inject cement, and the upper section can be additionally built according to the shape after the curtain skin is shaped until the curtain skin is finished. The utility pole with the height of over 9 meters can be easily built by the human body force, and even a plurality of poles can be densely built according to the utility pole, so as to replace a tower with the height of nearly one hundred meters, and the utility pole is rust-proof and insulated. The curtain skin is wrapped and shaped by a plurality of sets of standby curtain skins to form a non-used template, only one curtain skin is needed to be left after the curtain skin is formed, and the rest curtain skins can be reused, so that a construction method is created, tools are simplified, and heaviness is avoided; it is beneficial to develop developing areas with inconvenient traffic. Even if the curtain skin is greatly damaged, a new curtain skin is easily attached to the outside, so that the building has a long service life which is nearly half; greatly reducing the damage of concrete burst and external wall falling objects caused by the corrosion of the reinforcing steel bars. The curtain skin-pasted wall can reduce weight or use light concrete or bricks, so that building materials are saved, dust haze is greatly reduced, and earthquake, wind or flood is resisted; and can be expanded into new underwater or underground buildings which are cheaper and easy to be firmed.

Description

Curtain skin type building

Technical Field

The present invention relates to a building using soft and tough film as external coating as tensile-resisting material and adding concrete or lime or sandy soil as base body and its manufacturing method.

Background

It is known that after a reinforced concrete building is subjected to damp for a long time, particularly seawater salt tide or industrial acid corrosion, internal reinforcing steel bars of the reinforced concrete building are often rusted and weakened, and even the reinforced concrete building is cracked to fail in advance, and the reinforced concrete building is extremely difficult to repair. The surfaces of the buildings and brick walls are mostly extremely rough, and the buildings and the brick walls are often pasted and smoothed by a large number of marks, which is commonly called as wholesale, so that resources are wasted and dangers are caused; mortar used in the process of leveling the ceiling is often wasted in half and is difficult to operate. The outer wall stickers of the high-rise building are more dangerous to fall off, and the loss caused by the falling of the stickers is not less.

Disclosure of Invention

The invention provides a curtain skin type building method and a product thereof, which are cheaper, easy to prolong the service life of a building, reduce danger, facilitate operation, save energy and protect environment.

The technical measure adopted by the invention for solving the technical problem is to take plastic or glass fiber cloth as the surface of the building and refill concrete and the like.

The invention has the beneficial effects that:

1. the building is safe and long-lived, firstly, the tough objects are fixed at the periphery, and the building can be more effectively stretched (the center of the component is difficult to bear the tension), which is the first thing for building long-lived. And fillers such as concrete and the like in the tough object package are bound to take effect, and are not easy to crack excessively even being collided. If the curtain is damaged, concrete and the like are easily reinjected, and then the curtain skin is additionally attached for repairing. But also greatly reduce the danger caused by the peeling of the pasting screeding (plastering) objects and the corrosion of the steel bars. It is especially useful for earthquake, flood or wind disaster.

2. The building block is easy to manufacture, the building block can be poured into a smooth appearance without plastering basically, at most, the building block is only needed to be pasted, even the steel bar does not need to be (or is reduced greatly) of boron, the steel bar can be greatly reduced, the tensile resistance is the same and is about 1.5 times of the material price of glass fiber, and the measure and money for reliably positioning the steel bar in advance to prevent the steel bar from being extruded and distorted by fillers is reduced. Especially for buildings which can be protected from heat loss under water, etc., and can be mixed with recycled plastic old clothes, tires, etc. to form a flexible curtain, thereby further saving the cost.

3. The multifunctional building has multiple effects, is particularly suitable for the appearance and the ceiling of various buildings, can greatly reduce the sticking and trowelling construction and the raised dust weathered in the future, and is easy to be used in underwater rustless buildings (such as dams, oil depots and the like).

The specific implementation mode is as follows:

the invention is described in detail below by taking the example of erecting a cylindrical telegraph pole by a curtain skin type construction method, and then the concrete implementation of other purposes of the invention is described in succession.

1. A glass fiber cloth with a thickness of 2 to 6 mm (thick in length of pole) is firmly connected on the ground in a horizontal leakproof manner by taking the cross-sectional circle of the telegraph pole to be built as the inner circumference, so that the length A is more than 2 m (preferably close to the length of the telegraph pole), the width B is more than a few centimeters (so as to be convenient for threading or pasting a curtain skin of a folding seam) than the bottom circumference of the telegraph pole, and the seam is as close as possible to the direction of a larger component to be connected on the upper part of the telegraph pole. Then, a proper template is manufactured according to a common method, the curtain skin is overlapped in advance to form a section of a circumference, the section is tightly attached to the inner circumference of the template, and the length of a few centimeters is reserved at least at the upper end edge of the curtain skin for sewing a new curtain skin (otherwise, the curtain skin is not required to be reserved); and then pouring concrete.

Because the curtain skin replaces the steel bar, the damage caused by the steel bar loosening when the concrete is poured from top to bottom can be avoided; furthermore, because the curtain skin is easy to be connected at the periphery and is provided with a structure even in a transverse seam connection, the lower section part is easy to be injected, and then a section of curtain skin which is overlapped and sewed is connected with a new template to inject an upper section of rod body; the trouble that long and fragile prefabricated concrete telegraph poles are easy to erect on site or transport in a long distance is reduced (the telegraph poles are usually cracked in the way); the cutting, the connection or the straightening of the glass fiber cloth is much easier than that of a steel member, so that the damage caused by welding is reduced; and if the connection between the curtain skins can be completely by means of folding seams without heat and harm, the folding seams can be exposed firstly (only the template is required to be intentionally abducted), and then the curtain skins are easily trowelled and hardened by high-grade concrete paddles. If the joint is replaced by adhesion, even though the adhesive can release toxic gas, the gas is much less than that of the glass fiber reinforced plastic structure, which is not necessary to be in the way of the telegraph pole of a small-sized house. The curtain skin can reduce the contact and the adhesive force of concrete to the template, is very convenient to grasp and remove the template after the incident, consumes less template, is even suitable for adopting a sliding form to lift, and has high quality and easy manufacture. Even a plurality of big bamboos and the like can be used for supporting the corresponding curtain skin at the periphery of the telegraph pole to be at the inner periphery, the concrete telegraph pole with the height of more than 10 meters can not be vertically poured by the method, the telegraph pole can be competent by agricultural tools, and the curtain skin can form a cylinder shape when being supported by the concrete and cannot be too far away from the spectrum; and a plurality of curtain skins for standby are easy to surround into a plurality of layers for shape preservation, and the curtain skins are disassembled to be only the innermost layer after the concrete is shaped, so that a template is not needed. If the glass fiber curtain skin is easy to leak, a thin plastic film is easy to be adhered on the inner surface of the glass fiber curtain skin. If the lower ends of the curtain skins are provided with the holes so that the high-pressure slurry pump can continuously press concrete slurry with longer setting time and better fluidity into the inner cavity of the lifting and filling curtain skin for construction, even if a lever is pressed by manpower and the reciprocating piston pump is provided, each person can not easily pump nearly one ton of slurry to 10 meters in 20 minutes by foot force, and a plurality of persons can not easily pump the slurry by combining force; about 10 workers can easily carry the devices, and the more difficult the common vehicles are, the more power-deficient even the colder mountains are built with telegraph poles or the like with the height of 10 meters, and the better the portable internal combustion engine (such as a cross-country motorcycle) is if the portable internal combustion engine assists; even higher poles can be built, or a plurality of poles can be used for replacing the iron towers which are easy to rust, leak electricity and are difficult to maintain, so as to form a brand new off-road construction measure.

If the cylindrical rod is made of more materials than a long taper rod with a large upper part and a small lower part, the cylindrical rod is easy to form a long (high) rod like a drill rod, and is convenient to be placed in the cylindrical rod to be used as a core mold during construction, and the core mold can also be conical. The tapered bore rod is more resistant to breakage than a conventional tapered rod, using the same materials. If the corresponding core mould is high enough, the back hanging curtain can be erected to replace the template, and a lot of time is saved. The core mold can also be considered as an inflatable soft and tough structure, so that the core mold is more convenient to disassemble or store and transport. The utility pole can be laid on the ground by the upper curtain leather method. The lower half outline of the rod body which is dug or built into a lying shape on the ground is paved with a corresponding curtain skin, an opening of the curtain skin is wrapped with a proper amount of concrete slurry upwards, the curtain skin opening sewing and pushing and shaping actions are added, the rod body with the appearance not too far away from the spectrum is formed in a smart and staggered matching mode, and the rod body is better if a corresponding upper half outline die is provided; the curtain skin is preferably laid in a multi-layer manner; the inner layer is removed after the rod is erected, so that the rod can be prevented from being damaged during transportation. The lying injection rod is easy to construct nearby without various difficulties, so that the transportation distance of the rod body is greatly reduced.

The rod body is connected to other members by cutting the corresponding curtain skin to form a proper gap, and the connecting piece is inserted properly and then the poured concrete is adhered to the connecting piece. If the place where the curtain skin is cut is left with a plurality of connecting bodies as much as possible to hinge the connecting pieces to be connected in advance, the curtain skin is firmer. If the piece to be connected is made of concrete, it is better to connect the gap cut by the curtain skin to a new curtain skin serving the piece to be connected by a firm adhesive seam as much as possible and properly match a new template, and then to simultaneously pour concrete into the piece.

The method can also be popularized to rod bodies and buildings with other shapes, and particularly, concrete is injected after curtain skins are stretched on corresponding templates (possibly a place with beneficial prestress). The ceiling formed on the following table is easy to keep flat and beautiful (patterns are easy to draw in advance) by means of the subcutaneous surface of the curtain, and the ceiling can be basically used once the template is detached; it is even not difficult to make the larger ceiling surface to be completely planar without protrusions. The large continuous outer surface of the building outer wall at the position 0 and 1 meter away from the horizontal convex part of a balcony or a windowsill and the like (preferably the outer surface can be directly connected to a roof from the ground) is also easy to be matched with curtain skins which are as dense and tough as possible (the lowest part is the thickest and tough, and the curtain skins can be properly reduced upwards).

Preferably, the lower surface of each floor slab is taken as the bottom surface, and a steel sheet ring with the thickness of 3 to 9 mm (the large building is selected as the big value, and the same below) and the height of 3 to 4 cm is uniformly, tightly and firmly sewed or adhered to the inner surface of each rigid and upright outer wall length (height) curtain skin. And synchronously moving two reinforcing steel bar rings with the diameter of 1-2 cm inwards from the position of the whole steel bar ring to two positions of 9 cm and 12 cm to be tightly attached to the bottom surface, welding small steel bars on the upper surfaces of the two reinforcing steel bar rings (in a staggered manner) at intervals of half a meter along the ring wall to be horizontally stretched to be welded with the middle upper part of the inner surface of the corresponding steel bar ring, and ensuring that each small steel bar keeps a uniform interval of about 0-25 meters, so that the corresponding ceiling top curtain skin only needs to vertically cut a small seam inwards at intervals of 0-25 meters along the peripheral length, namely, the two reinforcing steel bar rings are easily connected in a left-right branching manner along each small seam to be completely leakproof without interfering with the small steel bars, and thus, the outer wall and the ceiling top curtain skins can be firmly connected and can be stretched to be flat as much as possible or even have prestress. Other configurations may be made according to conventional techniques. The transverse convex structures such as balconies or windowsills are not difficult to be implemented by referring to the construction method of the concrete connecting piece, the appearance of the whole building is expected to be wrapped by curtain skins, and the transverse convex structures not only have the advantages, but also form collapse-resisting tension force more uniformly than the main reinforcing steel bars. If the inner wall is not necessary to be repaired again, more curtain skins should be provided to achieve higher efficiency. The curtain skin has the building surface, still allows the installation accessories such as drilling holes, nail matching bolts and the like to be matched with the decoration, and can also reduce or avoid infirm nailing or wall surface cracking, even easily position clothes and hat hooks and the like on a wall (curtain skin) by using methods such as sticking and absorbing. But care should be taken to keep from substantial damage.

The wall with two sides provided with the curtain leather can be reduced to be nearly half thick, and even waste foamed plastic concrete or triblend soil or clay is used for replacing the original concrete, so that the house volume is increased and the cost is saved. Reinforcing steel bars or metal structures should be reserved where critical and necessary. If the building area of a building is large, the building can be treated by considering a plurality of partitions according to the space between the inner walls.

Preferably, the following steps are carried out: a curtain skin type building, which is consolidated by adhering glass fiber or other soft and tough objects on the surface of a building or a telegraph pole or other concrete members, is characterized in that: concrete or other tensile strength less than 20kg/mm²The surface of the member has an area of 40% or more or continuous 4 square meters or more, and has a thickness of 1 mm or more and a tensile strength of more than 40kg/mm²The soft and tough membrane or the cloth-shaped curtain skin. Thickness of curtain skinLess than 1 cm, more than 80% of the glass fiber, and the steel weight in the building not more than 0.5 m away from the curtain skin is reduced by more than 40% compared with the conventional reinforced concrete building with the same purpose. The curtain skin is adhered or sewed or riveted to form a closed loop, the outline of a section of the building to be built, which is less than 6 meters higher than the ground, is firstly stretched, an opening is reserved at the upper part, concrete to be solidified is poured inwards, and after the solidified object is solidified or formed, the building to be built is treated according to the method until the building to be built is built into a whole section by section, which is higher than the upper section by less than 6 meters. The curtain leather section for stretching the section of the building which is not provided with the injectant is supported or stretched to form by an object at a higher position than the lower section of the curtain leather section; more than 70% of the outer surface of the skin segment is exposed to the atmosphere. The periphery of a certain curtain skin which is horizontally stretched below a floor slab to be built is inwards cut into more than 10 gaps with the length less than 0.4 meter and the width less than 1 millimeter at proper intervals, the interval between every two adjacent gaps is more than 0.4 meter, then the edge of the curtain skin is divided into multiple slices by the gaps, the multiple slices are uniformly and alternately divided into two groups of steel bars which are respectively tightly and tightly connected with two steel bars, the gap between the two steel bars is more than 2 times of the thickness of the curtain skin, the two steel bars are parallel to the edge of the position where the curtain skin is close to and are horizontally attached to the upper surface of the curtain skin, and the two steel bars are fixedly connected with other rod bodies by means of formation without interference of the curtain skin until the position is determined. The two steel bars are mutually noninterfered, and are firmly connected with the space between the two steel bars which is larger than 5 cm and is flatly connected with a steel sheet bar which is higher than 2 cm, longer than 2 m and thicker than 2 mm and is arranged on the inner surface of a curtain skin which is tightly stretched and distributed on the outer side of a building wall under the curtain skin of the floor slab in advance. The component to which the curtain is attached is a boat or a submerged shell or a bowl or dish or other fluid-carrying vessel. And a plurality of layers of standby curtain skins are pre-wrapped outside the curtain skin section, and the wrapped standby curtain skins are removed after the standby curtain skins penetrate through the curtain skin section. The building to be built in the curtain skin section is inserted into the position of the transverse object like a component fork, a gap is reserved at the corresponding position of the curtain skin section in advance to allow the transverse object to be inserted, and then the object to be solidified is poured according to the above. When the cross-member and the building to be built are the same type of curtain skin type building, the curtain skin section around the gap is sewn or adhered or riveted to connect the corresponding new cross-memberAnd (3) adding a template on the curtain skin, even outside the new curtain skin, and then pouring the substances to be solidified together.

Claims

1. A curtain skin type building is characterized in that a curtain skin made of glass fiber or other soft and tough objects is adhered to the surface of the building for consolidation, and the curtain skin type building is characterized in that: concrete or other tensile strength less than 20kg/mm²The surface of the member has an area of 40% or more or continuous 4 square meters or more, and has a thickness of 1 mm or more and a tensile strength of more than 40kg/mm²The soft and tough membrane or cloth-shaped curtain skin; the periphery of a certain curtain skin which is horizontally stretched below a floor slab to be built is inwards cut into more than 10 gaps with the length less than 0.4 meter and the width less than 1 millimeter at proper intervals, the interval between every two adjacent gaps is more than 0.4 meter, then the edge of the curtain skin is divided into multiple slices by the gaps, the multiple slices are uniformly and alternately divided into two groups which are respectively tightly and tightly connected with two reinforcing steel bars, the gap between the two reinforcing steel bars is more than 2 times of the thickness of the curtain skin, the two reinforcing steel bars are parallel to the edge of the position where the curtain skin is close and are horizontally attached to the upper surface of the curtain skin, and the two reinforcing steel bars are fixedly connected with other rod bodies in a non-interference curtain skin mode until the position is determined; the two steel bars are mutually noninterfered, and are firmly connected with the space between the two steel bars which is larger than 5 cm and is flatly connected with a steel sheet bar which is higher than 2 cm, longer than 2 m and thicker than 2 mm and is arranged on the inner surface of a curtain skin which is tightly stretched and distributed on the outer side of a building wall under the curtain skin of the floor slab in advance.

2. The curtain skin building of claim 1, wherein: the curtain skin section is inserted into the place where the building is to be formed into a fork shape and connected with the transverse object, and after the transverse object is inserted into the place corresponding to the curtain skin section, the curtain skin section is poured into the place to be solidified according to the above-mentioned method.

3. The curtain skin building of claim 2, wherein: when the cross-shaped object and the building to be built are the same type of curtain skin type building, the curtain skin sections at the periphery of the gap are connected with the corresponding new curtain skin of the cross-shaped object by sewing, sticking or riveting, even a template is additionally arranged outside the new curtain skin, and then the objects to be solidified are poured together.