CN218668499U - Wall soft mold system with angle steel and clamping piece as connecting pieces - Google Patents
Wall soft mold system with angle steel and clamping piece as connecting pieces Download PDFInfo
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- CN218668499U CN218668499U CN202223058331.XU CN202223058331U CN218668499U CN 218668499 U CN218668499 U CN 218668499U CN 202223058331 U CN202223058331 U CN 202223058331U CN 218668499 U CN218668499 U CN 218668499U
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Abstract
A wall soft formwork system with angle steel and clamping pieces as connecting pieces comprises wood formwork units, wherein the wood formwork units positioned at the internal corner part and the external corner part of a wall are connected through a first angle steel connecting piece; and the surface of one side of the second angle steel connecting piece is fixedly connected with the edge of the wood formwork unit plate through rivets after being paved, the surface of the other side of the second angle steel connecting piece is perpendicular to the surface of the wood formwork unit plate to form a vertical plate, through holes are uniformly formed in the vertical plate at intervals, and the vertical plates of the second angle steel connecting piece on the wood formwork unit are connected through clamping pieces. This application makes the concrete reach the fair-faced concrete effect, because the improvement of roughness, not only reduced the expense and the time of polishing, improved the efficiency of construction and practiced thrift the cost.
Description
Technical Field
The application relates to the field of building construction, and particularly belongs to a wall soft mold system with angle steel and clamping pieces as connecting pieces.
Background
At present, the requirements of the construction industry on the quality of concrete walls are increasingly higher, and the quality defects of the concrete walls poured by the traditional wall wood formwork erecting mode are too much, so that the polishing cost and time are increased in the later period; the construction efficiency is reduced, the construction cost is increased, meanwhile, the wall construction method is high in many projects at present, the shear wall is not plastered, and the putty coating process is directly carried out, so that the concrete wall body needs to achieve the effect of a bare concrete wall body; secondly, if the construction is carried out by adopting an aluminum plate system, the cost is too large, especially in a non-standard structure type.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an use angle steel and fastener as connecting piece wall body soft mode system, solve the problem that exists among the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an use angle steel and fastener as connecting piece wall body soft mode system, includes the plank sheathing unit, its characterized in that: the wooden formwork units positioned at the internal corner part and the external corner part of the wall body are connected through a first angle steel connecting piece, the wooden formwork units positioned at the wall surface part of the wall body are connected with a clamping piece through a second angle steel connecting piece, and two side plate surfaces of the first angle steel connecting piece are respectively attached to the board surfaces of the wooden formwork units positioned at two sides which are perpendicular to each other and are respectively connected with the wooden formwork units through bolts; the board of two one sides of angle steel connecting piece is fixed through rivet connection after paving with the plank sheathing unit flange, and the perpendicular plank sheathing unit face of opposite side face sets up and forms the riser, and even interval is equipped with the perforation on the riser, and is adjacent connect through the fastener between the riser of angle steel connecting piece two on the plank sheathing unit, the fastener is irregular linear structure, is in the same direction as connecting portion and hookup portion including first vertical structure, arc, second vertical structure, linearity, first vertical structure and second vertical structure card respectively in the riser both sides of laminating mutually, the hookup portion passes the perforation of two riser docks.
Further preferably, the first type of angle steel connecting piece is L40 × 4mm, and the second type of angle steel connecting piece is L30 × 3mm.
And furthermore, the second angle steel connecting piece is arranged along the vertical through length of the wood formwork unit, or a plurality of angle steel units are formed by cutting, the angle steel connecting pieces are arranged along the horizontal direction of the wood formwork unit at intervals, and the distance between every two adjacent angle steel units is 500mm.
Further, the clamping piece is formed by bending round steel.
Furthermore, the bolt and rivet are each 14mm in diameter.
More preferably, the perforations are 6mm in diameter.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
this application makes shear force wall concrete roughness and impression quality have great promotion, and the template piece is tight, and no hourglass thick liquid phenomenon, and then furthest has avoided quality defects such as honeycomb, hole, pitted surface because of leaking the thick liquid and producing, makes the concrete reach the clear water concrete effect, because the improvement of roughness, not only reduced the expense and the time of polishing, improved the efficiency of construction and practiced thrift the cost, has fine popularization and practical value, can produce good economic benefits after extensive popularization and application.
Drawings
FIG. 1 is a schematic view of the connection between a wood formwork unit and a second angle steel connecting piece;
FIG. 2 is a schematic representation of the connection between the wood form elements of the present application in the reentrant corner region;
fig. 3 is a connection diagram of the wood formwork units in the external corner region.
Detailed Description
In order to make the technical means, innovative features, attained purpose and efficacy of the present invention easy to understand, the present invention is further described below.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
A wall soft formwork system with angle steel and a clamping piece as connecting pieces is disclosed, and shown in figures 1 to 3, the wall soft formwork system comprises wood formwork units 1, the wood formwork units 1 located at the internal corner position and the external corner position of a wall are connected through angle steel connecting pieces I2, the wood formwork units 1 located at the wall surface position of the wall are connected with clamping pieces 4 through angle steel connecting pieces II 3, two side plate surfaces of the angle steel connecting pieces I2 are respectively attached to the plate surfaces of the wood formwork units 1 located at two sides perpendicular to each other, and are respectively connected with the wood formwork units 1 through bolts 21; the face of one side of two 3 angle steel connecting pieces and 1 flange of plank sheathing unit is spread and is pasted after fixedly through rivet 31 connection, the perpendicular plank sheathing unit of opposite side face sets up and forms the riser, even interval is equipped with perforation 32 on the riser, connect through fastener 4 between the riser of angle steel connecting pieces two 3 in adjacent plank sheathing unit 1, fastener 4 is irregular linear structure, including first vertical structure 41, arc is in the same direction as connecting portion 42, second vertical structure, linearity is in the same direction as connecting portion 43 and hookup portion 44, first vertical structure 41 and second vertical structure block respectively in the riser both sides of laminating mutually, hookup portion 44 passes the perforation 32 of two riser butt joints, angle steel connecting piece 2 models is L40 4mm, angle steel connecting piece two 3 models is L30 3mm, angle steel connecting piece two 3 sets up along the vertical through-length of plank sheathing unit 1, or the cutting forms a plurality of angle steel units, set up along the horizontal interval of plank sheathing unit 1, adjacent angle steel unit interval 500mm, fastener 4 is formed by round steel bending, bolt 21 and rivet 31 are 14mm, perforation 32 diameter is 6mm.
Note that:
the single wood formwork unit 1 is not smaller than 300mm, the thickness of the plate is 100mm, in a template matching diagram, each formwork is marked with a size, blanking of workers is facilitated, waste materials are required to be utilized to the maximum extent, for horizontal joints and vertical joints, 30 pieces of angle steel are used as back ribs of the joints of the formworks, one piece of angle steel is arranged at intervals of 500mm in the horizontal direction, the angle steel is arranged in the vertical direction in a full-length mode, rivets of phi 14 are used for fixing the angle steel and the formworks, buckles are used for connecting the angle steel on the two sides of the joints of the formworks together, holes are drilled at positions 25mm away from the end portions of the angle steel in the center of the vertical faces, the diameter of each hole is 6mm, the holes are used for installing angle steel buckles, finished products can be purchased in the market, first holes are drilled in the vertical angle steel from the end portions of 100mm, and then holes are drilled at intervals of 250 mm. The hole is used for the angle steel buckle installation, and reentrant corner angle steel bores first hole from tip 100mm department, and the hole of reentrant corner both sides should stagger 50mm each other to "put up" when avoiding the angle steel installation. The inside corner angle steel piece no longer needs the buckle to connect.
When the angle steel is installed, the angle steel is installed according to the number in the matched mould drawing strictly.
During installation, the upper angle steel hole, the lower angle steel hole, the left angle steel hole and the right angle steel hole are used for corresponding to the angle steel holes, dislocation is avoided, normal installation of the buckles is guaranteed, the angle steel is locked, and tight abutted seams are guaranteed;
the number of the templates is large, and the amount is large. Therefore, when the construction of the organizer, attention is paid to the assembly of the templates of each wall to the individual. And note that after personnel determination, it is preferable not to change workers at will.
And (4) after the template is reinforced, checking and accepting, and pouring after the checking and accepting are qualified.
The templates of the vertical angle steel seam and the horizontal angle steel seam are easy to remove, the buckles are directly taken down, and each template can be separated; then carrying out layer-by-layer turnover according to the serial numbers; when the angle steel splicing seam template at the internal corner is dismantled, the bolt at one side of the angle steel needs to be dismantled, and the two templates connected together can be separated.
The working principle is as follows:
prop up and establish the mode and still adopt the thick plank sheathing of 15mm to prop up and establish as the main part, carry out design optimization on template piece joint node, to horizontal piece and vertical piece, it replaces for the angle steel to consolidate part design with template corner piece department flitch, adopt the back of the body rib of 30 angle steel as template piece department, horizontal direction interval 500mm arranges one, vertical direction leads to long arranging, the angle steel adopts phi 14's rivet with the fixed of template, adopt the buckle to link together the angle steel of template piece both sides, can guarantee wall body formwork's roughness, reduce the template piece, ensure the closely knit holistic stability of template piece and concrete shaping quality.
The advantages are that: the angle steel and wood formwork wall soft film erecting and reinforcing technology is adopted, so that the wall flatness qualification rate is effectively improved, the wall impression quality is improved, and the problems of uneven putty thickness and cracks at the thicker part of the putty caused by the flatness quality problem during later wall putty construction, as well as maintenance and secondary construction measure cost and labor cost are reduced; has practical and feasible significance for improving the construction quality and saving the cost.
The utility model discloses the part that does not relate to all is the same with prior art or can adopt prior art to realize.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
The implementation mode is as follows:
1. drawing a module diagram, and numbering each module: drawing a template map for each shear wall, and numbering each template of each shear wall.
When drawing the matched mould graph, the size of each template can be accurately determined by taking the joints of the templates at the corners into consideration.
Meanwhile, attention is paid to the fact that the template seams are aligned as much as possible and are not staggered randomly;
templates smaller than 300mm wide are not present as much as possible.
2. Processing a template according to the template distribution diagram, and purchasing angle steel: in the die distribution diagram, each die plate is marked with a size, so that the blanking of workers is facilitated, and meanwhile, the waste materials are required to be utilized to the maximum extent. And counting the number of the required angle steels according to the die distribution diagram, and blanking the angle steels in time.
3. According to the template drawing, blanking and drilling are carried out on the angle steel:
3.1 concrete method for splicing and sewing wood formworks
(1) Aiming at horizontal abutted seams and vertical abutted seams, 30 steel angles are used as back ribs at abutted seams of the templates, one line is arranged at intervals of 500mm in the horizontal direction, the steel angles are arranged in the whole length direction, phi 14 rivets are used for fixing the steel angles and the templates, and the steel angles on two sides of the abutted seams of the templates are connected together by adopting buckles.
(2) Treating internal corners: the back rib of template piece department is adopted as 40 angle steel in reentrant corner department, and 40 angle steels arrange along reentrant corner full length. The angle steel is connected with the template by a phi 14 bolt.
3.2 Angle Steel Blanking and drilling
(1) Angle steel unloading length: the blanking length for the horizontal seam angle steel is 150mm; the blanking length for the vertical seam angle steel is the same as the vertical seam length of each template.
(2) Angle steel drilling:
(1) horizontal angle iron drilling
At the center of angle steel facade, apart from tip 25mm department drilling, the hole diameter is 6mm, and the effect in hole is for installing the angle steel buckle, and the angle steel buckle can buy the finished product on the market.
(2) Vertical angle iron drilling
Vertical angle iron was drilled with a first hole from the end 100mm and then every 250 mm. The hole is used for angle steel buckle installation.
(3) Internal corner angle steel drilling
The first hole is drilled at the 100mm position of the end part of the internal corner angle steel, and the holes at the two sides of the internal corner are staggered by 50mm so as to avoid putting up the angle steel during installation.
Note that: the inside corner angle steel piece no longer needs the buckle to connect.
4. And (4) mounting the corresponding angle steel on the corresponding template, wherein the angle steel is strictly mounted according to the number in the template drawing when being mounted.
During installation, the upper, lower, left and right angle steel holes are required to be matched with the angle steel holes, dislocation is avoided, and normal installation of the buckles is guaranteed, so that the angle steel is locked, and the abutted seams are guaranteed to be dense.
5. And (4) assembling and mounting on the wall according to the template matching graph, wherein the number of the templates is more and the amount is larger. Therefore, when the construction of the organizer, attention is paid to the assembly of the templates of each wall to the individual. And note that after personnel determination, it is preferable not to change workers at will.
6. And (4) carrying out template reinforcement according to requirements, wherein the reinforcement of other wall templates and the erection of the frame body are completed according to the supporting and reinforcing mode of the angle steel and the wooden template.
7. And (5) checking and accepting to be qualified, and pouring concrete, namely checking and accepting after the template is reinforced, and finishing pouring after the template is checked and accepted to be qualified.
8. Removal and turnover of formwork
(1) The templates of the vertical angle steel seam and the horizontal angle steel seam are easy to remove, the buckles are directly taken down, and each template can be separated; and then layer-by-layer turnover is carried out according to the serial numbers.
(2) When the angle steel splicing seam template at the internal corner is dismantled, the bolt at one side of the angle steel needs to be dismantled, and the two templates connected together can be separated.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The utility model provides an use angle steel and fastener as connecting piece wall body soft mode system, includes plank sheathing unit (1), its characterized in that: the wood formwork units (1) positioned at the internal corner part and the external corner part of the wall body are connected through a first angle steel connecting piece (2), the wood formwork units (1) positioned at the wall surface part of the wall body are connected with a clamping piece (4) through a second angle steel connecting piece (3), the board surfaces on two sides of the first angle steel connecting piece (2) are respectively attached to the board surfaces of the wood formwork units (1) positioned on two sides perpendicular to each other, and are respectively connected with the wood formwork units (1) through bolts (21); the angle steel connecting piece two (3) one side face is connected fixedly through rivet (31) after paving with plank sheathing unit (1) flange edge, and the perpendicular plank sheathing unit of opposite side face (1) face sets up and forms the riser, and even interval is equipped with perforation (32) on the riser, and is adjacent connect through fastener (4) between the riser of angle steel connecting piece two (3) in plank sheathing unit (1), fastener (4) are irregular linear structure, are in the same direction as connecting portion (42), second vertical structure, linearity in the same direction as connecting portion (43) and hookup portion (44) including first vertical structure (41), arc, first vertical structure (41) and second vertical structure block respectively in the riser both sides of laminating mutually, hookup portion (44) pass perforation (32) of two riser docks.
2. The wall soft mold system with the angle steel and the clamping piece as the connecting pieces according to claim 1, is characterized in that: the model of the first angle steel connecting piece (2) is L40 x 4mm, and the model of the second angle steel connecting piece (3) is L30 x 3mm.
3. The wall soft mold system with the angle steel and the clamping piece as the connecting pieces according to claim 1, is characterized in that: the second angle steel connecting piece (3) is arranged along the vertical through length of the wood formwork unit (1) or is cut to form a plurality of angle steel units which are arranged along the wood formwork unit (1) at intervals, and the distance between every two adjacent angle steel units is 500mm.
4. The wall soft mold system with the angle steel and the clamping piece as the connecting pieces according to claim 1, is characterized in that: the clamping piece (4) is formed by bending round steel.
5. The wall soft mold system with the angle steel and the clamping piece as the connecting pieces according to claim 1, is characterized in that: the diameters of the bolt (21) and the rivet (31) are both 14mm.
6. The wall soft mold system with the angle steel and the clamping piece as the connecting pieces according to claim 1, is characterized in that: the perforations (32) are 6mm in diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223058331.XU CN218668499U (en) | 2022-11-16 | 2022-11-16 | Wall soft mold system with angle steel and clamping piece as connecting pieces |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223058331.XU CN218668499U (en) | 2022-11-16 | 2022-11-16 | Wall soft mold system with angle steel and clamping piece as connecting pieces |
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| CN218668499U true CN218668499U (en) | 2023-03-21 |
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| CN202223058331.XU Active CN218668499U (en) | 2022-11-16 | 2022-11-16 | Wall soft mold system with angle steel and clamping piece as connecting pieces |
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