CN110984693A

CN110984693A - Method for keeping alignment of upright post panels of enclosing wall during pouring

Info

Publication number: CN110984693A
Application number: CN201911396769.9A
Authority: CN
Inventors: 杨浩
Original assignee: Chongqing Changsai New Material Technology Co ltd
Current assignee: Chongqing Changsai New Material Technology Co ltd
Priority date: 2019-12-30
Filing date: 2019-12-30
Publication date: 2020-04-10
Anticipated expiration: 2039-12-30
Also published as: CN110984693B

Abstract

The invention discloses a method for keeping an enclosing wall upright post panel aligned during pouring, which comprises the following steps of 1) firstly obtaining a panel with the following structure, wherein two sides of the panel in the left and right direction are respectively provided with a butt joint inclined plane of less than 45 degrees, and the upper end and the lower end of each of the two sides of the panel are respectively provided with a vertical insertion groove; 2) simultaneously obtaining a connecting lug plate which is integrally L-shaped; 3) splicing four panels along the circumferential direction to obtain an upright column section with a rectangular structure; meanwhile, the insertion grooves of the left and right adjacent panels are connected in an L shape and inserted with a connecting lug plate; 4) and a tensioning rope sleeve is sleeved at the periphery of the middle part of each section of the upright post section, and the tensioning rope sleeve is used for uniformly applying force to the panel to compress the panel and keeping the outer edge of the butt-joint inclined plane of the panel to be tightly abutted. The invention can better ensure the alignment between each section of upright post panel when the upright post of the enclosing wall is constructed, particularly when concrete is poured, so as to better ensure the smooth construction and improve the appearance precision of the finally obtained upright post.

Description

Method for keeping alignment of upright post panels of enclosing wall during pouring

Technical Field

The invention belongs to the field of enclosure upright post building construction, and particularly relates to a method for keeping an enclosure upright post panel aligned during pouring.

Background

An enclosure wall is architecturally a heavy and straight space partition structure used for enclosing, partitioning or protecting a certain area, and generally encloses a wall of a building body. An enclosure is generally formed by vertically spaced columns and walls or railings connected between the columns.

Current enclosure stand, its structure generally does, including the whole cylinder that is vertical cuboid, the cylinder upper end is provided with the top cap that outwards stands out all around, and the cylinder generally adopts the wall brick to pile up and paste ceramic tile or section bar molding outside and obtain. The fence upright post has the defects of longer construction time, higher cost and the like.

In order to solve the above-mentioned drawbacks, the applicant filed patent CN 201821257640.0. The patent name is enclosure column face plate spare and prefab and enclosure column thereof, its scheme discloses an enclosure column face plate spare, including the whole stand panel that is the cuboid structure that has certain thickness, the stand panel is in two relative sides of thickness direction, a side is external molding surface, another side is the inner chamber face that is used for constituting stand casing inner chamber, molding surface is whole plane or for having a plurality of step faces of unsmooth step, the evagination is provided with the connecting piece respectively in the both sides of width direction on the inner chamber face. Then a fence upright post is surrounded by four fence upright post panel components in the circumferential direction. The method has the advantages of simple construction and reduced construction cost and building cost.

The above patents still suffer from the following drawbacks: 1. stand panel length is prefabricated according to the enclosure height, seems that only four stand panels can enclose into a stand and has improved efficiency, but actually the stand panel is the cement prefab, its size precision can't obtain guaranteeing behind the length overlength, and then makes when enclosing into the stand, the dislocation often can take place for the ascending edge in the direction about the stand, hardly realizes accurate alignment and folds, needs on-the-spot grinding secondary operation, has reduced the efficiency of construction on the contrary, leads to construction quality and enclosure stand precision to can't obtain guaranteeing simultaneously. 2. Connecting elements and connection structure between current stand panel, its connecting elements are the metal part that the outer end folded to the place stand panel inner chamber face direction again after the slant is protruding inwards, fix on the stand panel through pre-buried mode prefabrication, realize fixing through the fastener during the construction again. The connection mode has the characteristic of high precision requirement, but the metal piece is arranged in a pre-embedded mode, so that the precision is not too high, the accurate connection of the upright post panel cannot be realized frequently because the precision of the connecting piece cannot meet the requirement, the construction progress is influenced, and the construction quality is reduced. 3. The existing upright column foundation construction usually adopts a structure that the lower end of a foundation is expanded outwards to be excavated into a ladder shape and poured, so that the earthwork area to be constructed is large, and the construction efficiency is low. 4. The construction of current enclosure stand can lead to producing a lot of construction waste residues and can't handle, causes construction building rubbish to pile up, influences the environment, and the feature of environmental protection is relatively poor.

The applicant has also filed a patent CN201821258272.1 for a fence post segment member and a fence post structure thereof. Adopt hollow multistage stand section shell to obtain enclosure column structure along the direction of height concatenation in this patent, but do not disclose concrete structure mode and the construction mode of every section stand section shell, when the butt joint between the shell of upper and lower sections, still hardly realize the construction of high efficiency and can guarantee the precision. The third and fourth drawbacks are not solved at the same time.

In order to improve the construction efficiency and ensure the construction precision of the appearance of the stand column, the applicant considers that each section of stand column section shell is further divided into four panels, and the stand column construction is realized in a structural mode of splicing during construction. However, how to better keep the alignment between each section of upright panel in the construction process, especially when pouring concrete, so as to better ensure the smooth construction, and improve the shape accuracy of the finally obtained upright, becomes a problem to be further considered and solved. .

Disclosure of Invention

Aiming at the defects of the prior art, the technical problems to be solved by the invention are as follows: the method can better ensure the alignment between every section of upright post panel when the enclosure upright post is constructed, particularly when concrete is poured, so as to better ensure the smooth construction and improve the appearance precision of the finally obtained upright post.

In order to solve the technical problems, the invention adopts the following technical scheme:

a method for keeping the alignment of upright post panels of enclosing walls during pouring is characterized by comprising the following steps of 1) obtaining panels of the following structures, wherein the outer side of each panel is a molding surface, the inner side of each panel is an inner cavity surface, two sides of each panel in the left and right direction are respectively provided with a butt joint inclined plane, and the included angle between each butt joint inclined plane and each molding surface is less than 45 degrees; the end parts of the upper end and the lower end of the butt joint inclined planes on the two sides of the panel are respectively provided with a vertical insertion groove which is communicated with the butt joint inclined planes and the end surfaces of the upper end or the lower end of the panel; 2) meanwhile, obtaining a connecting lug plate with the following structure, wherein the connecting lug plate is integrally L-shaped; 3) four panels are spliced along the circumferential direction to obtain an upright column section with a rectangular structure, and edges on the outer sides of the butt joint inclined planes in two adjacent panels are abutted and attached to form an included angle gap between the two butt joint inclined planes; meanwhile, the insertion grooves of the left and right adjacent panels are connected in an L shape and inserted with a connecting lug plate; 4) and a tensioning rope sleeve is sleeved at the periphery of the middle part of each section of the upright post section, and the tensioning rope sleeve is used for uniformly applying force to and pressing the panel in the pouring process and keeping the outer edge of the butt-joint inclined plane to be tightly abutted.

Like this, the inclination that relies on the butt joint inclined plane of panel sets up and guarantees that outside edge position can laminate completely between the adjacent panel and not leave the gap, relies on the setting of connecting the otic placode to keep the connection between the adjacent panel of every section stand section to can further realize the butt joint between two sections stand section panels from top to bottom, rely on again the tensioning fag end to cramp four panel middle parts, guarantee that outside edge supports tightly to laminate between the adjacent panel. Thus, a simple mode is adopted, so that the alignment between adjacent panels can be better ensured in the pouring process, and the overall dimension precision of the stand column is ensured.

Furthermore, the two sides of the connecting lug plates are clamped, and a fastening connecting rod extends inwards along the middle of the included angle, and the length of the fastening connecting rod exceeds the width of the butt joint inclined plane of the panel, so that the fastening connecting rod of the connecting lug plates extends inwards into an inner cavity enclosed by the panel through the included angle gap.

Like this, can rely on the fastening connecting rod to connect panel and concreting as an organic whole better, greatly improve wholeness and the overall structure intensity who makes the stand.

Furthermore, the fastening connecting rod and the connecting lug plate are of detachable connecting structures, the insertion ports are formed in the middle parts of the two sides of the connecting lug plate, a transverse convex cap is arranged at one end, connected with the connecting lug plate, of the fastening connecting rod, and the fastening connecting rod is inserted into the insertion ports and hung on the connecting lug plate by means of the cap.

Like this, the connection otic placode can adopt the rectangular plate middle part to bend after punching a hole and obtain, and the fastening connection pole can be processed alone, makes things convenient for the manufacturing of the two more, and the combined use is also very convenient and fast when using simultaneously.

Furthermore, the outer side of the upper insertion port of the connecting lug plate is provided with a sinking groove, and the fastening connecting rod and the cap part at the end connected with the connecting lug plate fall into the sinking groove.

Firstly like this make the cooperation of articulating of fastening connection pole and engaging lug board more reliable and stable, secondly the inserting groove space of panel is limited, adopts this structure can better utilize the space for the engaging lug board can cooperate better and insert in the inserting groove.

Further, the surface of the fastening connecting rod is provided with a plurality of concave-convex structures or perforated structures.

Like this, the fastening connecting rod pours the back in the concrete, can improve the bond stress of fastening connecting rod and concrete better, improves the connection wholeness of panel and inside concrete better, and the panel can not drop, improves stand bulk strength.

Furthermore, the outer end of the fastening connecting rod is provided with a hanging part folded and extended, and the outer end of the fastening connecting rod is hung on a steel bar net rack in a concrete structure by the hanging part.

Like this, can not only improve the joint strength who connects otic placode and concrete structure better, connect the otic placode to rely on the portion of articulate on the reinforcing bar rack moreover for when pouring the vibrated concrete, can rely on the otic placode to keep the relative position of four panels about and from top to bottom of every section stand section corner department fixed better, can not too much because of pouring the deformation that vibrates and lead to stand appearance precision, guarantee final construction quality.

The above scheme can be further improved, the connecting ear plate is an elastic metal section, and the included angle of the two sides of the connecting ear plate is slightly smaller than 90 degrees (smaller than a right angle of 1-5 degrees), so that the inner side surfaces of the connecting ear plates at the two sides and the side surface of the inner side of the inserting groove are tightly attached to each other after the connecting ear plate is inserted into the inserting groove. Therefore, after the connecting lug plates are inserted into the inserting grooves, stress which enables the panels on two sides to be folded inwards can be applied to the panels on two sides through elastic deformation of the connecting lug plates, and when the panels on the periphery are all stressed, the stress can better force the panels on the periphery to be in a mutually folded state. The strength of the panel which is integrally connected and tightly abutted in the circumferential direction is better ensured, so that the panels are not easy to loosen and deform when pouring and vibrating, and the quality of integral construction is better improved. Meanwhile, the connecting lug plate and the tensioning rope sleeve are matched for use, so that the upper end position and the lower end position and the middle position of the panel are guaranteed to have better external force to force the panel to abut tightly, the stress is more balanced, and the accuracy of the panel during pouring is better guaranteed.

Furthermore, the height of the connecting lug plate is larger than the depth of the inserting groove and is smaller than two times of the depth of the inserting groove, so that the upper and lower adjacent panels are sleeved on the same connecting lug plate.

Therefore, the same connecting lug plate realizes the connection of the corners of the upper, lower, left and right panels, and ensures that the butt joint between the upper and lower connecting upright column panels is quicker and more reliable.

In conclusion, the invention can better ensure the alignment of each section of upright panel when the upright of the enclosing wall is constructed, particularly when concrete is poured, so as to better ensure the smooth construction and improve the appearance precision of the finally obtained upright.

Drawings

Fig. 1 is a schematic cross-sectional structural view of a fence upright column manufactured by the method of the present invention in a side view direction, wherein a concrete structure is not shown.

Fig. 2 is a horizontal cross-sectional view of the fence post of fig. 1.

Fig. 3 is a schematic view of the structure of the single panel in fig. 1.

Fig. 4 is a top view of fig. 3.

Fig. 5 is a schematic view of the structure of the single central cartridge of fig. 2.

Fig. 6 is a front view of the single central cartridge of fig. 5.

Fig. 7 is a schematic view of the structure of the separately connected ear plate of fig. 2.

Fig. 8 is a schematic view of the connection lug plate of fig. 7 without the fastening of the connection rod and after the connection lug plate is flattened.

Fig. 9 is a schematic view of the structure of the fastening connection rod of fig. 7 alone.

Detailed Description

The invention will be further described in detail with reference to a specific embodiment of the construction of the fence post using the method of the invention.

In the specific implementation: the fence upright post construction scheme adopting the method comprises the following steps: a, excavating an underground foundation pit, excavating the underground foundation pit downwards deeply along the designed position of the upright column by the depth of more than 800cm, excavating a sinking groove by expanding towards the periphery at the upper end of the foundation pit, and arranging a layer of broken stone cushion layer at the bottom of the foundation pit; b, pouring the foundation after the foundation pit is dug, embedding two vertical rows of reinforcing steel bars in the foundation during pouring, arranging the two vertical rows of reinforcing steel bars along the front-back direction and arranging the two vertical rows of reinforcing steel bars at left and right intervals, exposing the upper ends of the two vertical rows of reinforcing steel bars out of the foundation and serving as the foundation of a reinforcing steel bar net rack in the upright column, forming an outward-expanded anti-sedimentation expansion part on the foundation at the position of a sink groove, and leveling the upper end; c, transversely welding or binding a plurality of transverse steel bars on the two vertical rows of steel bars to form a steel bar net rack; d, enclosing four panels on the upper surface of the foundation outside the reinforcing steel bar net rack to form a section of the column section at the lowest part of the column, leveling the upper end surfaces of the four panels, and keeping the outer edges of the four panels aligned and in a tight state; an inner cylinder is arranged between two rows of reinforcing steel bar net racks in the section of the upright post; e, repeating the step d, and butting and arranging the next section of the upright column above each section of the upright column, wherein an inner cylinder is arranged in each section of the upright column and is butted with the lower inner cylinder until the height of the upright column of the enclosure is required; f, pouring a concrete structure in an inner cavity formed by all the upright post sections and the inner cylinder body at one time, and pouring a steel bar net rack in the inner cavity; and g, covering a top cover before the concrete is solidified to finish the construction of the upright post of the enclosing wall.

Like this, rely on the mode of deep excavation ground foundation ditch to pour the ground, like this with traditional ground lower extreme outwards expand excavate the mode of the foundation structure that is the echelonment and compare, adopt the mode of deep excavation ground and set up the anti-settlement extension structure of expanding outward on the ground, dig the ground deeply and can prevent to topple well more than 800cm, the structure of reunion anti-settlement extension can prevent well that the stand from subsiding. Therefore, the foundation can provide enough supporting foundation strength and stability, the cubic volume required for excavating the foundation is reduced, the excavation damage range to the land is reduced, the foundation construction process is greatly simplified, the foundation construction time is shortened, and the construction efficiency is improved. In the implementation, the specific depth of the pit foundation is preferably about 1m corresponding to the fence upright column with the thickness (the size in the front-back direction) of about 300cm and the height of about 2m, so that the sufficient supporting foundation strength and the anti-overturning effect can be provided. The width of the anti-settling expansion part can be about 600cm, and sufficient anti-settling effect can be provided.

Meanwhile, in the scheme, the outer structure of the upright column body is obtained by splicing the panels section by section upwards, and concrete is poured once again to prepare the upright column; the construction defect that vertical dislocation is difficult to align due to the adoption of a long panel is avoided, the smooth and efficient construction is ensured, and the construction quality and the stand column precision are improved. The structure of the inner cylinder and the reinforcing steel bar net rack saves concrete materials and can ensure that the upright post has enough anti-overturning strength in the front and back directions. The concrete in the upright post and the foundation are poured into a whole, so that the structural integrity and the integral strength of the upright post are improved.

When the foundation pit is implemented, the diameter of the foundation pit is preferably a circle matched with the side length of the rectangular horizontal section of the upright column, and the sinking groove can be a circular groove with the diameter about twice that of the horizontal section circle of the foundation pit, so that the foundation pit can be conveniently obtained by directly adopting drilling equipment for excavation.

In the step g, before the top cover is covered, the construction waste generated in the construction process is crushed and then filled into the inner cylinder.

Therefore, the construction waste can be better prevented from being piled up to influence the environment, and the construction environment-friendly effect is improved. The construction waste can be waste generated in the process of prefabricating the panel and construction waste generated in the process of enclosing wall construction. The construction waste that produces during the prefabricated panel mainly includes waste materials such as the unnecessary thick liquids that the mould of pouring exposes and overlap, pours the waste product of failure, rubbish such as residue is washd to the mixer, and construction waste is the material that the breakage was abandoned including the construction, and inside barrel was filled as the filler after all can smashing to the unnecessary earthwork of digging and some wrapping bags etc. improves construction environmental protection performance.

In the above steps, the following method (i.e. the claimed method of the present invention) is used to maintain the abutting state of the four panels between each section of column section after the outer edges of the panels are aligned; 1) firstly, obtaining a panel with the following structure, wherein the outer side of the panel is a molding surface, the inner side of the panel is an inner cavity surface, two sides of the panel in the left and right directions are respectively provided with a butt joint inclined plane, and the included angle between the butt joint inclined plane and the molding surface is less than 45 degrees; the end parts of the upper end and the lower end of the butt joint inclined planes on the two sides of the panel are respectively provided with a vertical insertion groove which is communicated with the butt joint inclined planes and the end surfaces of the upper end or the lower end of the panel; 2) meanwhile, obtaining a connecting lug plate with the following structure, wherein the connecting lug plate is integrally L-shaped; 3) four panels are spliced along the circumferential direction to obtain an upright column section with a rectangular structure, and edges on the outer sides of the butt joint inclined planes in two adjacent panels are abutted and attached to form an included angle gap between the two butt joint inclined planes; meanwhile, the insertion grooves of the left and right adjacent panels are connected in an L shape and inserted with a connecting lug plate; 4) and a tensioning rope sleeve is sleeved at the periphery of the middle part of each section of the upright post section, and the tensioning rope sleeve is used for uniformly applying force to and pressing the panel in the pouring process and keeping the outer edge of the butt-joint inclined plane to be tightly abutted.

The fence upright post constructed by the method is further explained below.

As shown in fig. 1 to 9, the enclosure column obtained by the above construction scheme includes a column body integrally in a rectangular column shape and a top cover 1 at the upper end of the column body, the exterior of the column body is formed by splicing a plurality of hollow column sections in the height direction, and a concrete structure 5 is poured inside the column body, and is characterized in that each column section is formed by splicing four circumferential panels 2, the outer side of each panel 2 is a molding surface 3, the inner side of each panel is an inner cavity surface 4, the concrete structure 5 is poured in an inner cavity enclosed by the four panels 2, and the concrete structure 5 includes two rows of reinforcing mesh frames 6 which are vertically arranged in the front-back direction and are arranged at the left side and the right side of the inner cavity at intervals.

The vertical column body is divided into a plurality of sections along the height, each section is spliced by four panels, so that the edge of the vertical column body in the vertical direction is not easy to misplace when the vertical column body is enclosed, accurate alignment and folding are realized more easily, on-site secondary grinding is not needed, the smooth construction is ensured, the construction quality and the enclosure column precision are better ensured while the construction efficiency is improved. Pour the concrete structure including the reinforcing bar net inside the panel, guaranteed the wholeness and the structural strength of upright post body, two rows of along the enclosure that front and back direction vertical arrangement had guaranteed to obtain can have better anti performance of empting.

In the scheme, the reinforcing steel bar net rack 6 comprises three vertical reinforcing steel bars vertically arranged along the front, middle and rear directions and a plurality of transverse reinforcing steel bars transversely connected among the three vertical reinforcing steel bars (see fig. 1-2).

Have simple structure like this, the convenient characteristics of construction just can provide sufficient reinforced concrete intensity.

The concrete structure integrally extends to the ground along the lower end of the vertical column body to exceed 800cm and form a pit foundation 7, and the upper end of the pit foundation 7 close to the ground is provided with a circle of anti-settling expansion part 8 formed by extending outwards along the circumferential direction.

Like this, compare with the outside extension excavation of traditional ground lower extreme and be the ground structure mode of echelonment, adopt and dig the ground deeply and set up the mode of preventing subsiding extension structure of expanding outward on the ground, dig the ground deeply and can prevent to topple well more than 800cm, the structure of recombining and preventing subsiding extension can prevent the stand to subside well. Therefore, the foundation can provide enough supporting foundation strength and stability, the cubic volume required for excavating the foundation is reduced, the excavation damage range to the land is reduced, the foundation construction process is greatly simplified, the foundation construction time is shortened, and the construction efficiency is improved. In the implementation, the specific depth of the pit foundation is preferably about 1m corresponding to the fence upright column with the thickness (the size in the front-back direction) of about 300cm and the height of about 2m, so that the sufficient supporting foundation strength and the anti-overturning effect can be provided. The width of the anti-settling expansion part can be about 600cm, and sufficient anti-settling effect can be provided.

Wherein the vertical steel bars extend downwards to the lower end of the pit foundation 7.

Thus, the consistency and the overall strength of the foundation and the concrete structure above are better ensured.

Wherein, pit foundation lower extreme is laid one deck rubble bed course 9, and pit foundation 7 pours on the rubble bed course.

Therefore, the foundation and the steel bars inside the foundation can be prevented from directly contacting with soil, and the steel bars can be better prevented from being corroded.

The central position in each section of the upright column section is provided with an inner cylinder 10 (see fig. 5-6) which is vertically arranged, the inner cylinder 10 in each section is vertically butted and piled, and an integrally cast concrete structure is arranged between the inner cylinder 10 and the panel 2.

Like this, the interior barrel that sets up is hollow structure, and its inside space that fills building rubbish that forms can be before setting up the top cap at last, and inside the barrel in the middle of filling the building rubbish that the enclosure construction produced, avoid construction rubbish to pile up and influence the environment, improve construction environmental protection effect. The construction waste can be waste generated in the process of prefabricating the panel and construction waste generated in the process of enclosing wall construction. The construction waste that produces during the prefabricated panel mainly includes waste materials such as the unnecessary thick liquids that the mould of pouring exposes and overlap, pours the waste product of failure, rubbish such as residue is washd to the mixer, and construction waste is the material that the breakage was abandoned including the construction, and inside barrel was filled as the filler after all can smashing to the unnecessary earthwork of digging and some wrapping bags etc. improves construction environmental protection performance.

Wherein, the inner cylinder body 10 is made of harmless construction waste materials. Specifically, the inner cylinder body can be prepared from a construction waste material generated in the panel prefabricating process, and the concrete preparation method is that the construction waste generated in the panel prefabricating process is crushed, added with cement and water and stirred into concrete, and then manufactured by using a mold. Therefore, the building waste can be filled in the inner barrel, the inner barrel is prepared for the building waste, and the building waste is further consumed, so that the waste in each step of the whole construction process can be effectively treated, zero emission of the building waste is realized, more harmless building waste can be treated along with capacity expansion, and the environmental protection performance of the whole construction is better improved.

Wherein, the horizontal section of the inner cylinder 10 is rectangular.

The pouring preparation demoulding is convenient, and the force can be uniformly transmitted in the front, the back, the left and the right directions after the pouring is carried out inside the upright column.

The front side and the rear side of the inner cylinder body 10 are respectively convexly provided with a rectangular front limiting bulge 11 and a rectangular rear limiting bulge 11, a gap is reserved between the front limiting bulge 11 and the rear limiting bulge 11 and the inner cavity surface of the panel, and the width of the gap is smaller than the thickness of the inner cylinder body.

Therefore, when the inner cylinder body is stacked, the front and rear limiting bulges can limit the position of the inner cylinder body in the front and rear direction, so that the butt joint and stacking of the inner cylinder body can be completed better, quickly and efficiently; meanwhile, the vibrating process of the pouring concrete structure can be guaranteed, and the smooth pouring is not influenced because the inner cylinder body is staggered in the front-back direction to cause concrete to leak into the inner cylinder body.

Wherein, the left and right sides of the inner cylinder 10 are respectively protruded outwards to form a rectangular left and right connecting bulge 12, the left and right connecting bulges 12 are inserted into and poured and fixed inside the corresponding reinforcing steel bar net rack 6, a gap is left between the left and right connecting bulges and the inner cavity of the panel, and the gap width is smaller than the thickness of the inner cylinder.

Like this, it is spacing not only to control the joint protrusion can carry on about the internal barrel, and it is internal that the concrete leaks into the inner tube when preventing to pour the concrete that vibrates, can also strengthen the connection between internal barrel and the reinforcing bar rack simultaneously, improves stand bulk strength.

Wherein the left and right connecting projections 12 are arranged in tandem. This allows better insertion into the void of the rebar grid and ensures a balanced force.

Wherein, the upper end or the lower end of the outer side molding surface of the panel is provided with a section of integrally convex or concave molding section 13.

The existence of the convex or concave modeling section can accommodate the butt joint error in the horizontal direction when the upper and lower upright column sections are in butt joint, and the overall appearance precision of the upright column is improved.

Wherein, the both sides of the left and right sides direction of panel respectively are provided with a butt joint inclined plane 14 (refer to fig. 3-4), butt joint inclined plane 14 and molding face 5 contained angle is less than 45 degrees, butt joint laminating is pressed with the crossing outside edge of molding face to butt joint inclined plane in two adjacent panels and makes two to form an included angle gap between the inclined plane.

Therefore, the outer edge positions between the adjacent panels can be better guaranteed to abut tightly without gaps, and the overall appearance precision of the stand column is guaranteed.

The end parts of the upper end and the lower end of the butt joint inclined planes 14 on the two sides of the panel are respectively provided with a vertical insertion groove 15, the insertion grooves 15 are communicated with the butt joint inclined planes and the end surfaces of the upper end or the lower end of the panel, the insertion grooves 15 of the left panel and the right panel which are adjacent are connected in an L shape, the insertion grooves 15 of the upper panel and the lower panel which are adjacent are opposite to each other, the insertion grooves at the four corner positions of every two adjacent sections of upright column sections are also inserted with a connecting lug plate 16 which is integrally in an L shape, and the upper part, the lower part, the left part and the right part of the connecting lug plate 16 are.

Like this, the panel can rely on the connection otic placode to realize about the concatenation with four adjacent panels from top to bottom when the concatenation, and then can keep relative position better between four panels and the adjacent stand section of making the single section stand section, realizes connecting, keeps the overall structure intensity of the stability of integral connection better.

In practice, the width of the two sides of the connecting ear plate 16 is 1-10cm (optimally 2 cm), the thickness is 1-5mm (optimally 2 mm), and the size can be well arranged in the inserting groove of the end face of the upright post panel and plays a role in positioning and strengthening connection.

Wherein, the width of the two sides of the connecting ear plate 16 is consistent.

Therefore, the consistency of the connection strength of the left panel and the right panel can be better ensured.

Wherein, the position between the two sides of the connecting ear plate 16 is provided with a fastening connecting rod 17 (see fig. 7-9) extending inwards along the middle position of the included angle, and the length of the fastening connecting rod 17 exceeds the width of the butt inclined plane of the panel and extends inwards to be fixed in the concrete structure.

Therefore, the fastening connecting rods are fixedly poured in the concrete structure when the concrete structure is poured, and the integrity and the integral connection strength of the panel and the concrete structure are better ensured.

The fastening connecting rod 17 and the connecting lug plate 16 are of a detachable connecting structure, the middle parts of two sides of the connecting lug plate 16 are provided with inserting ports 18, one end of the fastening connecting rod 17 connected with the connecting lug plate is provided with a transverse convex cap 19, and the fastening connecting rod 17 is inserted into the inserting ports 18 and hung on the connecting lug plate by the cap 19.

Like this, connect otic placode 16 can adopt the rectangular plate middle part to bend after punching a hole and obtain, and the fastening connecting rod can be processed alone, makes things convenient for the manufacturing of the two more, and the combined use is also very convenient and fast when using simultaneously.

Wherein, the outer side of the insertion opening 18 on the connecting lug plate 16 is provided with a sunk groove 20, and a cap part 19 which fastens the connecting rod 17 and one end connected with the connecting lug plate falls into the sunk groove 20.

Wherein, the surface of the fastening connecting rod 17 is provided with a plurality of concave-convex structures or perforated structures.

Wherein, the outer end of the fastening connecting rod 17 is provided with a hanging part 21 folded and extended, and is hung on a steel bar net rack in a concrete structure by the hanging part 21.

In this specific embodiment, the connection ear plate is an elastic metal section, and the included angle between the two sides of the connection ear plate is slightly smaller than 90 degrees (smaller than a right angle of 1-5 °), so that the inner side surfaces of the connection ear plates at the two sides and the side surface of the inner side of the insertion groove are tightly attached to each other after the connection ear plate is inserted into the insertion groove. Therefore, after the connecting lug plates are inserted into the inserting grooves, stress which enables the panels on two sides to be folded inwards can be applied to the panels on two sides through elastic deformation of the connecting lug plates, and when the panels on the periphery are all stressed, the stress can better force the panels on the periphery to be in a mutually folded state. The strength of the panel which is integrally connected and tightly abutted in the circumferential direction is better ensured, so that the panels are not easy to loosen and deform when pouring and vibrating, and the quality of integral construction is better improved.

The inclined angle of the butt joint inclined plane of the panel is arranged, and the insertion groove on the butt joint inclined plane and the inserted connection lug plate are matched together to form a connection structure (also a splicing structure) of the panel. This connection structure had both guaranteed between the adjacent panel outside edge position to support tightly to laminate and not keep the gap, rely on the engaging lug board again to make four panels about every section stand section corner department can connect as an organic wholely, make simultaneously the fastening connecting rod on the engaging lug board just can follow the gap that forms between the butt joint inclined plane of the left and right sides inwards extend and articulate the reinforcing bar rack, can guarantee better when pouring that relative position is fixed between the panel, and guarantee the wholeness between the inner and outer structure better after the construction finishes, make the panel can not drop easily, stand overall structure intensity has been improved.

Claims

1. A method for keeping the alignment of upright post panels of enclosing walls during pouring is characterized by comprising the following steps of 1) obtaining panels of the following structures, wherein the outer side of each panel is a molding surface, the inner side of each panel is an inner cavity surface, two sides of each panel in the left and right direction are respectively provided with a butt joint inclined plane, and the included angle between each butt joint inclined plane and each molding surface is less than 45 degrees; the end parts of the upper end and the lower end of the butt joint inclined planes on the two sides of the panel are respectively provided with a vertical insertion groove which is communicated with the butt joint inclined planes and the end surfaces of the upper end or the lower end of the panel; 2) meanwhile, obtaining a connecting lug plate with the following structure, wherein the connecting lug plate is integrally L-shaped; 3) four panels are spliced along the circumferential direction to obtain an upright column section with a rectangular structure, and edges on the outer sides of the butt joint inclined planes in two adjacent panels are abutted and attached to form an included angle gap between the two butt joint inclined planes; meanwhile, the insertion grooves of the left and right adjacent panels are connected in an L shape and inserted with a connecting lug plate; 4) and a tensioning rope sleeve is sleeved at the periphery of the middle part of each section of the upright post section, and the tensioning rope sleeve is used for uniformly applying force to and pressing the panel in the pouring process and keeping the outer edge of the butt-joint inclined plane to be tightly abutted.

2. The method of maintaining alignment of fence post panels during casting of claim 1 wherein the location between the sides of the attachment lugs is provided with a fastener bar extending inwardly along the middle of the included angle, the fastener bar having a length exceeding the width of the abutting ramp of the panels so that the fastener bar of the attachment lugs extends inwardly through the included angle gap into the cavity defined by the panels.

3. The method of claim 2, wherein the fastening connection rod and the connecting lug are detachable connection structures, the connecting lug has insertion openings at the middle portions of the two sides, the connecting end of the fastening connection rod and the connecting lug has a laterally protruding cap, and the fastening connection rod is inserted into the insertion openings and hung on the connecting lug by the cap.

4. A method of maintaining alignment of fence post panels during casting as claimed in claim 3 wherein the attachment lugs are formed by punching out the middle of a rectangular plate and bending.

5. A method of maintaining alignment of fence post panels during casting as claimed in claim 3 wherein the connecting lugs have a countersunk groove on the outside of the socket and a cap securing the end of the connecting rod to which the connecting lug is attached drops into the countersunk groove.

6. A method of maintaining alignment of fence post panels during casting as claimed in claim 2 wherein the surface of the fastening tie bars is provided with a plurality of reliefs.

7. A method of maintaining alignment of fence post panels during casting as claimed in claim 2 wherein the surface of the fastening tie bar is provided with a plurality of perforations.

8. A method of maintaining alignment of fence post panels during casting as claimed in claim 2 wherein the outer ends of the fastening tie rods have fold-over extending hitches and are hung from a rebar grid in a concrete structure by means of the hitches.

9. The method of claim 2, wherein the connecting ear plates are resilient metal sections and the angle between the two sides of the connecting ear plates is slightly less than 90 degrees, so that the inner side surfaces of the connecting ear plates abut against the inner side surfaces of the inserting grooves after the connecting ear plates are inserted into the inserting grooves.

10. The method of maintaining alignment of fence post panels during casting of claim 1 wherein the height of the attachment lugs is greater than the depth of the channels by less than two times the depth of the channels so that adjacent panels are nested on the same attachment lug.