CN110424732A - The construction method of template system for concreting - Google Patents
The construction method of template system for concreting Download PDFInfo
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- CN110424732A CN110424732A CN201910827529.3A CN201910827529A CN110424732A CN 110424732 A CN110424732 A CN 110424732A CN 201910827529 A CN201910827529 A CN 201910827529A CN 110424732 A CN110424732 A CN 110424732A
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- glued board
- lumps
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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Abstract
The present invention relates to technical field of building construction, provide a kind of construction method of template system for concreting, comprising the following steps: S1, before construction carries out template to concrete column and turns over sample, draws matching board figure；According to matching board figure cutting stock, the first glued board and the second glued board are made；Then the outer surface of the first glued board install multiple spaced first lumps of wood erect it is stupefied, the outer surface of the second glued board install multiple spaced second lumps of wood erect it is stupefied；S2, every layer of modular unit is installed by sequence from bottom to top, is connected between two layers adjacent of modular unit.It is less than the glued board of steel form by density of setting, when carrying out template assembly, in the case where additionally not increasing large scale hoisting machinery, the glued board that big specification can be used carries out assembly, to reduce the quantity and length of formwork edge joint, template assembly efficiency is not only improved, but also ensure that the quality after concreting.
Description
Technical field
The present invention relates to technical field of building construction, in particular to the construction of a kind of template system for concreting
Method.
Background technique
Steel form is for the molding steel template of concreting, it has strength of parts high, and composite rigidity is big, is not easy
The advantages that deformation, template good integrity.According to the difference of punching block board size, steel form can be divided into big punching block and small punching block.In
When the installation template of construction site, although big punching block haves the advantages that many, it must use goliath in assembly
Tool, and have the shortcomings that occupy large scale hoisting machinery time length.When construction site lacks large scale hoisting machinery or large-scale lifting
Machinery can not reach at construction location, can not just be carried out at this time using big punching block assembled；In this case, through frequently with small steel
Mould carries out the assembly of template, but small punching block technique there are formwork edge joints more, larger, poor flatness, plastic sealing strip occur
The problems such as abrasive band, influences the quality of the concrete column after pouring.
Summary of the invention
The technical problems to be solved by the present invention are: provide it is a kind of can reduce formwork edge joint quantity for concreting
Template system construction method.
The technical solution adopted by the present invention to solve the technical problems is: the construction of the template system for concreting
Method, the template system for being used for concreting include at least two layers of modular unit, and the modular unit includes surrounding to pour
The first glued board that two of chamber are oppositely arranged and the second glued board that two are oppositely arranged；
It is further comprising the steps of:
S1, before construction, to concrete column carry out template turn over sample, draw matching board figure；According to matching board figure cutting stock, production
First glued board and the second glued board；Then it is perpendicular multiple spaced first lumps of wood to be installed in the outer surface of the first glued board
Stupefied, in the outer surface of the second glued board, multiple spaced second lumps of wood of installation are erected stupefied；
S2, every layer of modular unit is installed by sequence from bottom to top, is connected between two layers adjacent of modular unit；
The installation steps of every layer of modular unit are as follows:
S2.1, two the first glued boards are oppositely arranged；Then two the second glued boards are oppositely arranged and are located at two
Between first glued board；The position for adjusting the first glued board and the second glued board keeps the side of the second glued board glued with first
The inner surface of plate abuts, and erects the side of the first glued board with second lumps of wood on the second glued board outer surface stupefied concordant；
S2.2, will be mounted on outermost second lumps of wood in the second glued board outer surface erect it is stupefied with the first glued board by first
Fastening structure connection；
S2.3, the first glued board being oppositely arranged is tensed by the first tightening structure；
S2.4, the second glued board being oppositely arranged is tensed by the second tightening structure.
Further, in step S1, the outer surface of first glued board, which is also equipped with, erects stupefied both ends positioned at first lumps of wood
The first lumps of wood cross it is stupefied；It is vertical that the outer surface of second glued board is also equipped with second lumps of wood for erecting stupefied both ends positioned at second lumps of wood
It is stupefied.
Further, first lumps of wood, which erects stupefied and second lumps of wood and erects stupefied cross section, is square, and its cross section
Size be 70 × 70mm；The first adjacent lumps of wood erects the spacing between stupefied less than or equal to 300mm；The second adjacent lumps of wood is perpendicular
Spacing between stupefied is less than or equal to 300mm.
Further, first fastening structure includes sequentially passing through outermost second lumps of wood in the second glued board outer surface
Stupefied and the first glued board the first bolt is erected, and is screwed in the first nut of the first bolt end.
Further, first tightening structure include be arranged in each first glued board outside and with first lumps of wood
Erect the first horizontal support piece of stupefied abutting, and at least one first split bolt knot that two the first horizontal support pieces are tensed
Structure；The first through hole passed through for the first split bolt structure is provided on first glued board；
It is provided at least two first tightening structures from bottom to top between two the first glued boards of every layer of modular unit；Often
The installation steps of a first tightening structure are as follows:
S2.3.1, the first through hole being oppositely arranged is bored on two the first glued boards, then by the first split bolt structure
The first through hole being oppositely arranged across two；
S2.3.2, the first horizontal support piece is set in the external of each first glued board, by the first split bolt structure
Both ends are connected with the first horizontal support piece respectively and tighten to drawing.
Further, the first tightening structure at the stitching position between the adjacent modular unit is to the stitching position
Distance be less than or equal to 100mm.
Further, second tightening structure include be arranged in each second glued board outside and with second lumps of wood
Erect the second longitudinal direction supporting element of stupefied abutting, and at least one second split bolt knot that two second longitudinal direction supporting elements are tensed
Structure is provided with the second through-hole for the second split bolt structure on second glued board；
It is provided at least two second tightening structures from bottom to top between two the second glued boards of every layer of modular unit；Often
The installation steps of a second tightening structure are as follows:
S2.4.1, the second through-hole being oppositely arranged is bored on two the second glued boards, then by the second split bolt structure
In the second through-hole being oppositely arranged across two；
S2.4.2, second longitudinal direction supporting element is set in the external of each second glued board, by the second split bolt structure
Both ends are connected with second longitudinal direction supporting element respectively and tighten to drawing.
Further, the second tightening structure at the stitching position between the adjacent modular unit is to the stitching position
Distance be less than or equal to 100mm.
Further, first glued board and the second glued board are bamboo plywood.
The beneficial effects of the present invention are: the construction method of the template system for concreting of the embodiment of the present invention,
It is less than the glued board of steel form by density of setting, when carrying out template assembly, in the feelings for not increasing large scale hoisting machinery additionally
Under condition, the glued board that big specification can be used carries out assembly, to reduce the quantity and length of formwork edge joint, not only improves template assembly
Efficiency, and ensure that the quality after concreting.It is stupefied by being erected in the outer surface of the glued board installation lumps of wood, increase gluing
The rigidity of plate makes it be not susceptible to damaged deformation, avoids concrete surface irregularity caused by due to glued board deformation.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the template system for concreting of the embodiment of the present invention；
Fig. 2 is A-A cross-sectional view in Fig. 1；
Fig. 3 is that first lumps of wood erects the stupefied structural schematic diagram being mounted on the first glued board in the embodiment of the present invention；
Fig. 4 is B-B cross-sectional view in Fig. 3；
Fig. 5 is that second lumps of wood erects the stupefied structural schematic diagram for being mounted on the second glued board in the embodiment of the present invention；
Fig. 6 is C-C cross-sectional view in Fig. 5；
Fig. 7 is enlarged drawing at B in Fig. 2；
Fig. 8 is enlarged drawing at A in Fig. 1.
Appended drawing reference in figure are as follows: 1- modular unit, the second fastening structure of 2-, the first glued board of 11-, the second glued board of 12-,
13- pours chamber, the first fastening structure of 14-, the first tightening structure of 15-, the second tightening structure of 16-, first lumps of wood of 111- erect it is stupefied,
112- first through hole, 113- first lumps of wood cross is stupefied, and second lumps of wood of 121- erects stupefied, the second through-hole of 122-, second lumps of wood of 123- indulge it is stupefied,
The first bolt of 141-, the first nut of 142-, the first horizontal support piece of 151-, 152- the first split bolt structure, 161- second are vertical
To supporting element, 162- the second split bolt structure.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
The construction method of the template system for concreting of the embodiment of the present invention, this is used for the mould of concreting
Plate system includes at least two layers of modular unit 1, the modular unit 1 include surround pour two of chamber 13 be oppositely arranged first
Glued board 11 and two the second glued boards 12 being oppositely arranged；
It is further comprising the steps of:
S1, before construction, to concrete column carry out template turn over sample, draw matching board figure；According to matching board figure cutting stock, production
First glued board 11 and the second glued board 12；Then multiple spaced first party are installed in the outer surface of the first glued board 11
Wood erects stupefied 111, installs multiple spaced second lumps of wood in the outer surface of the second glued board 12 and erects stupefied 121；
S2, every layer of modular unit 1 is installed by sequence from bottom to top, is connected between adjacent two layers of modular unit 1；
The installation steps of every layer of modular unit 1 are as follows:
S2.1, two the first glued boards 11 are oppositely arranged；Then two the second glued boards 12 are oppositely arranged and are located at
Between two the first glued boards 11；The position for adjusting the first glued board 11 and the second glued board 12 makes the side of the second glued board 12
Face is abutted with the inner surface of the first glued board 11, makes the side of the first glued board 11 and second on 12 outer surface of the second glued board
It is concordant that the lumps of wood erects stupefied 121；
S2.2, it outermost second lumps of wood in 12 outer surface of the second glued board will be mounted on erects stupefied 121 and first glued board 11
It is connected by the first fastening structure 14；
S2.3, the first glued board 11 being oppositely arranged is tensed by the first tightening structure 15；
S2.4, the second glued board 12 being oppositely arranged is tensed by the second tightening structure 16.
In the present invention, do not increased additionally by the glued board that density of setting is less than steel form when carrying out template assembly
In the case where large scale hoisting machinery, the glued board that big specification can be used carries out assembly, to reduce the quantity and length of formwork edge joint,
Template assembly efficiency is not only improved, but also ensure that the quality after concreting.As shown in Figure 1 and Figure 2, each modular unit 1
Including two the first glued boards 11 and two the second glued boards 12；First glued board 11 and the second glued board 12 can be wood
Glued board, bamboo plywood etc..In the present embodiment, it is preferred that first glued board 11 and the second glued board 12 are bamboo gluing
Plate；The water-tolerant of bamboo plywood, during concrete curing, chance water is indeformable, maintenance convenient for safeguarding；And bamboo plywood
Plate face is flat and smooth, surface is only 1/8th of steel form to the adsorption capacity of concrete, thus is easy after concreting
Demoulding.
In step sl, before constructing to template system, accurate template first is carried out to concrete column and turns over sample, is drawn
Matching board figure out, according to specific size accurate cutting stock again, to prepare the first glued board 11 required for every layer of modular unit 1
With the second glued board 12, in this way can to avoid cause at column beam joint because of splicing concrete rough surface and with punching block junction face
The inconsistent defect of color.After the completion of first glued board 11 and the cutting of the second glued board 12, then in the appearance of the first glued board 11
Face installs multiple spaced first lumps of wood by countersunk self-tapping screw and erects stupefied 111, logical in the outer surface of the second glued board 12
It crosses multiple spaced second lumps of wood of countersunk self-tapping screw installation and erects stupefied 121, it is glued to increase by the first glued board 11 and second
Rigidity, durability and the flexibility of plate 12, make glued board not deform, and avoid concrete surface caused by due to glued board deformation
Out-of-flatness.
As a preferred option, in step S1, the outer surface of first glued board 11 is also equipped with positioned at first lumps of wood
Erect first lumps of wood cross stupefied 113 at stupefied 111 both ends；The outer surface of second glued board 12 be also equipped with erected positioned at second lumps of wood it is stupefied
Second lumps of wood at 121 both ends indulges stupefied 123.By first lumps of wood of setting cross stupefied 113, the rigid of the first glued board 11 is further improved
Degree, as shown in Figure 3, Figure 4, first lumps of wood cross stupefied 113 are mounted on the appearance of the first glued board 11 by countersunk self-tapping screw
On face, two first lumps of wood cross stupefied 113 erect stupefied 111 with two first lumps of wood on the outermost side and collectively form a rectangle wood
Frame, remaining first lumps of wood erect stupefied 111 and are located in the rectangle wooden frame.Stupefied 123 are indulged by the way that second lumps of wood is arranged, is further improved
The rigidity of second glued board 12, as shown in Figure 5, Figure 6, second lumps of wood indulge stupefied 123 and are mounted on by countersunk self-tapping screw
On the outer surface of two glued boards 12, two second lumps of wood indulge stupefied 123 and erect stupefied 121 jointly with two second lumps of wood on the outermost side
A rectangle wooden frame is constituted, remaining second lumps of wood erects stupefied 121 and is located in the rectangle wooden frame.
As a preferred option, first lumps of wood erect stupefied 111 and second the lumps of wood to erect stupefied 121 cross section be pros
Shape, and the size of its cross section is 70 × 70mm；The first adjacent lumps of wood erects the spacing between stupefied 111 less than or equal to 300mm；
The second adjacent lumps of wood erects the spacing between stupefied 121 less than or equal to 300mm.The spacing between stupefied is erected in the lumps of wood for measuring adjacent
When, on the basis of erecting stupefied center line by the lumps of wood.Spacing between stupefied 111 and adjacent is erected by limiting adjacent first lumps of wood
Second lumps of wood erect the spacing between stupefied 121, and then ensure that the first glued board 11 and the second glued board 12 in use
Rigidity, avoid it from deforming, ensure that the flatness for having poured concrete surface.
In step S2, every layer of modular unit 1 is installed according to sequence from bottom to top, is led between adjacent modular unit 1
The second fastening structure 2 is crossed to be connected.In Fig. 1, Fig. 8, second fastening structure 2 includes being mounted on lower template unit 1
The first connecting rod 21 at the top of glued board outer surface is mounted on the of the bottom of the glued board outer surface of upper former unit 1
Two connecting rods 22 are screwed in the of 23 end of the second bolt across the second bolt 23 of first connecting rod 21 and the second connecting rod 22
Two nuts 24.When installation, four first connecting rods 21 are separately mounted to four glued board appearances of lower template unit 1 first
The top in face, and the through-hole passed through for the second bolt 23 is bored on first connecting rod 21；Then four the second connecting rods 22 are divided
It is not mounted on the bottom of four glued board outer surfaces of upper former unit 1, and is bored in the second connecting rod 22 and supplies the second bolt
23 through-holes passed through；It, will then second bolt 23 to be sequentially passed through to the through-hole on first connecting rod 21 and the second connecting rod 22 after
Second nut 24 is screwed on the screw thread of 23 end of the second bolt, to realize two layers of modular unit 1 after tightening the second nut 24
Between connection.Preferably, as shown in Fig. 1, Fig. 8, the first connecting rod 21 includes being mounted on 11 outer surface of the first glued board
First lumps of wood cross stupefied 113 at top and second lumps of wood for being mounted on 12 external surface top of the second glued board indulge stupefied 123；Described second
Connecting rod 22 includes being mounted on first lumps of wood cross stupefied 113 of 11 outer surface bottom of the first glued board and being mounted on the second glued board 12
Second lumps of wood of outer surface bottom indulges stupefied 123.In addition, can also pass through between the first connecting rod 21 and the second connecting rod 22
Tapping screw realizes connection.
In step S2.1, surrounding cross section by two the first glued boards 11 and two the second glued boards 12 is rectangle
Pour chamber 13；Wherein, two the second glued boards 12 are located between two the first glued boards 11, and the side of the second glued board 12
Abutted with the inner surface of the first glued board 11, and make on the side of the first glued board 11 and the outer surface of the second glued board 12
It is concordant that two lumps of wood erect stupefied 121.This splicing structure can reduce the piece on modular unit 1 first, improve assembled efficiency, and
It can will be attached between first glued board 11 and the second glued board 12 in the outside for pouring chamber 13.
In step S2.2, the connection of first glued board 11 and the second glued board 12 uses the first fastening structure
14.In Fig. 1, Fig. 2, Fig. 7, first fastening structure 14 includes sequentially passing through 12 outer surface of the second glued board outermost the
Two lumps of wood erect stupefied 121 and first glued board 11 the first bolt 141, and be screwed in the first nut of 141 end of the first bolt
142.As shown in fig. 7, to erect stupefied 121 interior with the first glued board 11 for outermost second lumps of wood in 12 outer surface of the second glued board
Surface contact, second lumps of wood erect the through-hole for being provided on stupefied 121 and passing through for the first bolt 141, also set on the first glued board 11
It is equipped with the through-hole passed through for the first bolt 141.When installation, the first bolt 141 is sequentially passed through into second lumps of wood and erects leading on stupefied 121
After through-hole on hole and the first glued board 11, the first nut 142 is screwed on the screw thread of 141 end of the first bolt, thus
After tightening the first nut 142, the connection of the first glued board 11 and the second glued board 12 is realized.As shown in Figure 1, it is preferred that along
Second lumps of wood erect stupefied 121 length direction, be uniformly arranged multiple first fastening structures 14, to guarantee the first glued board 11 and the
The stability of two glued boards 12 connection.In addition, the first fastening structure 14 can also be tapping screw, tapping screw is sequentially screwed into the
Two lumps of wood erect stupefied 121 and first in glued board 11, and then realize the connection of the first glued board 11 and the second glued board 12.It is preferred that
, it is additionally provided on the inner surface of the first glued board 11 and the second glued board 12 and blocks the first glued board 11 and the second glued board
The PE adhesive tape of piece between 12 is avoided when carrying out concreting, and concrete is from the first glued board 11 and the second glued board
Piece outflow between 12.
In step S2.3, two the first glued boards 11 are tensed by the first tensioning mechanism 15, avoid pouring in concrete
During building, the first glued board 11 is displaced due to bulging, improves the planarization on concrete surface.First tightening structure
15 can be split bolt structure, directly be tensed two the first glued boards 11 by split bolt structure, but this structure
The part of the first glued board 11 can be made by biggish active force, influence the number of turnover of template system.
In order to improve the number of turnover of template system, as a preferred option, first tightening structure 15 includes setting
Each first glued board 11 outside and erect stupefied 111 the first horizontal support pieces 151 abutted with first lumps of wood, and by two
At least one first split bolt structure 152 that a first horizontal support piece 151 tenses；It is provided on first glued board 11
The first through hole 112 passed through for the first split bolt structure 152；Between two the first glued boards 11 of every layer of modular unit 1 from
Under set up at least two first tightening structures 15；The installation steps of each first tightening structure 15 are as follows:
S2.3.1, the first through hole 112 being oppositely arranged is bored on two the first glued boards 11, then by the first split bolt
Structure 152 passes through two first through hole 112 being oppositely arranged；
S2.3.2, first horizontal support piece 151 is set in the external of each first glued board 11, by the first split bolt knot
The both ends of structure 152 are connected with the first horizontal support piece 151 respectively and tighten to drawing.
As shown in Figure 1 and Figure 2, in each first tightening structure 15, two the first horizontal support pieces 151 pass through at least two
First split bolt structure 152 tenses.The first split bolt structure 152 includes the first split bolt and the first nut, institute
The diameter for stating the first split bolt is adapted with the diameter of the first through hole 112, is provided with confession on the first horizontal support piece 151
The hole that first split bolt passes through.When installation, the first through hole 112 being oppositely arranged first is bored on two the first glued boards 11, it should
First through hole 112 is processed when can also be mounted on the first glued board 11 first lumps of wood to be erected to stupefied 111；Then by first
Split bolt passes through the first through hole 112 on two the first glued boards 11；Then successively by each end of the first split bolt
Across the first horizontal support piece 151 and the first nut, the first nut is then tightened, the first nut is to the first horizontal support piece 151
Pressure is generated, and then two the first horizontal support pieces 151 are tensed, the first horizontal support piece 151 erects stupefied 111 by first lumps of wood
Active force is generated to the first glued board 11, realizes and tenses two the first glued boards 11.As shown in Fig. 2, described first is lateral
The length direction of supporting element 151 erects stupefied 111 length direction perpendicular to first lumps of wood, first horizontal support piece 151
Material can be timber, metal etc., such as the first horizontal support piece 151 can be the lumps of wood, steel pipe, fashioned iron etc..
In step S2.4, two the second glued boards 12 are tensed by the second tensioning mechanism 16, avoid pouring in concrete
During building, the second glued board 12 is displaced due to bulging, improves the planarization on concrete surface.Second tightening structure
16 can be split bolt structure, directly be tensed two the second glued boards 12 by split bolt structure, but this structure
The part of the second glued board 12 can be made by biggish active force, influence the number of turnover of template system.
In order to improve the number of turnover of template system, as a preferred option, second tightening structure 16 includes setting
Each second glued board 12 outside and erect the stupefied 121 second longitudinal direction supporting elements 161 abutted with second lumps of wood, and by two
At least one second split bolt structure 162 that a second longitudinal direction supporting element 161 tenses is provided on second glued board 12
For the second through-hole 122 of the second split bolt structure 162；Between two the second glued boards 12 of every layer of modular unit 1 from it is lower to
On be provided at least two second tightening structures 16；The installation steps of each second tightening structure 16 are as follows:
S2.4.1, the second through-hole 122 being oppositely arranged is bored on two the second glued boards 12, then by the second split bolt
Structure 162 passes through in two the second through-holes 122 being oppositely arranged；
S2.4.2, second longitudinal direction supporting element 161 is set in the external of each second glued board 12, by the second split bolt knot
The both ends of structure 162 are connected with second longitudinal direction supporting element 161 respectively and tighten to drawing.
As shown in Figure 1 and Figure 2, in each second tightening structure 16, two second longitudinal direction supporting elements 161 pass through at least two
Second split bolt structure 162 tenses.The second split bolt structure 162 includes the second split bolt and the second nut, institute
The diameter for stating the second split bolt is adapted with the diameter of second through-hole 122, is provided with confession on second longitudinal direction supporting element 161
The hole that second split bolt passes through.When installation, the second through-hole 122 being oppositely arranged first is bored on two the second glued boards 12, it should
Second through-hole 122 is processed when can also be mounted on the second glued board 12 second lumps of wood to be erected to stupefied 121；Then by second
Split bolt passes through the second through-hole 122 on two the second glued boards 12；Then successively by each end of the second split bolt
Across second longitudinal direction supporting element 161 and the second nut, the second nut is then tightened, the second nut is to second longitudinal direction supporting element 161
Pressure is generated, and then two second longitudinal direction supporting elements 161 are tensed, second longitudinal direction supporting element 161 erects stupefied 121 by second lumps of wood
Active force is generated to the second glued board 12, realizes and tenses two the second glued boards 12.As shown in Fig. 2, the second longitudinal direction
The length direction of supporting element 161 erects stupefied 121 length direction perpendicular to second lumps of wood, the second longitudinal direction supporting element 161
Material can be timber, metal etc., such as second longitudinal direction supporting element 161 can be the lumps of wood, steel pipe, fashioned iron etc..
In order to improve the stability at the stitching position between adjacent modular unit 1, avoids in casting concrete, mix
Solidifying soil is flowed out from the stitching position.As a preferred option, first at the stitching position between adjacent modular unit 1
The distance of tightening structure 15 to the stitching position is less than or equal to 100mm.Stitching position between adjacent modular unit 1
The distance of second tightening structure 16 at place to the stitching position is less than or equal to 100mm.By above-mentioned setting, improve adjacent
It is existing to avoid the swollen mould of generation at the stitching position of adjacent forms unit 1 for the structural strength at stitching position between modular unit 1
As guaranteeing do not occur spillage phenomenon at the stitching position of adjacent forms unit 1.
Claims (9)
1. the construction method of the template system for concreting, which is characterized in that this is used for the template system of concreting
System includes at least two layers of modular unit (1), the modular unit (1) include surround pour two of chamber (13) be oppositely arranged the
One glued board (11) and two the second glued boards (12) being oppositely arranged；
It is further comprising the steps of:
S1, before construction, to concrete column carry out template turn over sample, draw matching board figure；According to matching board figure cutting stock, production first
Glued board (11) and the second glued board (12)；Then multiple spaced first is installed in the outer surface of the first glued board (11)
The lumps of wood erects stupefied (111), installs multiple spaced second lumps of wood in the outer surface of the second glued board (12) and erects stupefied (121)；
S2, every layer of modular unit (1) is installed by sequence from bottom to top, is connected between adjacent two layers of modular unit (1)；
The installation steps of every layer of modular unit (1) are as follows:
S2.1, two the first glued boards (11) are oppositely arranged；Then two the second glued boards (12) are oppositely arranged and are located at
Between two the first glued boards (11)；The position for adjusting the first glued board (11) and the second glued board (12), makes the second glued board
(12) side is abutted with the inner surface of the first glued board (11), makes the side and the second glued board (12) of the first glued board (11)
It is concordant that second lumps of wood on outer surface erects stupefied (121)；
S2.2, it outermost second lumps of wood in the second glued board (12) outer surface will be mounted on erects stupefied (121) and the first glued board
(11) it is connected by the first fastening structure (14)；
S2.3, the first glued board (11) being oppositely arranged is tensed by the first tightening structure (15)；
S2.4, the second glued board (12) being oppositely arranged is tensed by the second tightening structure (16).
2. the construction method of the template system according to claim 1 for concreting, which is characterized in that step S1
In, it is stupefied that the outer surface of first glued board (11) is also equipped with the first lumps of wood cross for erecting stupefied (111) both ends positioned at first lumps of wood
(113)；It is vertical that the outer surface of second glued board (12) is also equipped with second lumps of wood for erecting stupefied (121) both ends positioned at second lumps of wood
Stupefied (123).
3. the construction method of the template system according to claim 1 for concreting, which is characterized in that described
One lumps of wood erects stupefied (111) and second lumps of wood erects the cross section of stupefied (121) and is square, and the size of its cross section be 70 ×
70mm；The first adjacent lumps of wood erects the spacing between stupefied (111) less than or equal to 300mm；The second adjacent lumps of wood erects stupefied (121)
Between spacing be less than or equal to 300mm.
4. the construction method of the template system according to claim 1 for concreting, which is characterized in that described
One fastening structure (14) includes sequentially passing through outermost second lumps of wood in the second glued board (12) outer surface to erect stupefied (121) and first
The first bolt (141) of glued board (11), and it is screwed in first nut (142) of the first bolt (141) end.
5. the construction method of the template system according to claim 1 for concreting, which is characterized in that described
One tightening structure (15) includes that setting in the outside of each first glued board (11) and with first lumps of wood erects what stupefied (111) abutted
First horizontal support piece (151), and at least one first split bolt knot that two the first horizontal support pieces (151) are tensed
Structure (152)；The first through hole (112) passed through for the first split bolt structure (152) is provided on first glued board (11)；
It is provided at least two first tightening structures from bottom to top between two the first glued boards (11) of every layer of modular unit (1)
(15)；The installation steps of each first tightening structure (15) are as follows:
S2.3.1, the first through hole (112) being oppositely arranged is bored on two the first glued boards (11), then by the first split bolt
Structure (152) passes through two first through hole (112) being oppositely arranged；
S2.3.2, the first horizontal support piece (151) are set in the external of each first glued board (11), by the first split bolt knot
The both ends of structure (152) are connected with the first horizontal support piece (151) respectively and tighten to drawing.
6. the construction method of the template system according to claim 5 for concreting, which is characterized in that close to phase
The distance of the first tightening structure (15) to the stitching position at stitching position between adjacent modular unit (1) is less than or equal to
100mm。
7. the construction method of the template system according to claim 1 for concreting, which is characterized in that described
Two tightening structures (16) include that setting in the outside of each second glued board (12) and with second lumps of wood erects what stupefied (121) abutted
Second longitudinal direction supporting element (161), and at least one second split bolt knot that two second longitudinal direction supporting elements (161) are tensed
Structure (162) is provided with the second through-hole (122) for the second split bolt structure (162) on second glued board (12)；
It is provided at least two second tightening structures from bottom to top between two the second glued boards (12) of every layer of modular unit (1)
(16)；The installation steps of each second tightening structure (16) are as follows:
S2.4.1, the second through-hole (122) being oppositely arranged is bored on two the second glued boards (12), then by the second split bolt
Structure (162) passes through in two the second through-holes (122) being oppositely arranged；
S2.4.2, second longitudinal direction supporting element (161) are set in the external of each second glued board (12), by the second split bolt knot
The both ends of structure (162) are connected with second longitudinal direction supporting element (161) respectively and tighten to drawing.
8. the construction method of the template system according to claim 7 for concreting, which is characterized in that close to phase
The distance of the second tightening structure (16) to the stitching position at stitching position between adjacent modular unit (1) is less than or equal to
100mm。
9. the construction method of the template system according to claim 1 for concreting, which is characterized in that described
One glued board (11) and the second glued board (12) are bamboo plywood.
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| CN201910827529.3A CN110424732A (en) | 2019-09-03 | 2019-09-03 | The construction method of template system for concreting |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648256A (en) * | 2020-05-26 | 2020-09-11 | 中铁六局集团有限公司 | Pier body reinforcing construction method |
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