CN104264977B - A kind of matching board method for designing of Combined type building template system - Google Patents

Abstract

The present invention provides the matching board method for designing of a kind of Combined type building template, and the method carries out the construction area of building template and divides, then according to ready-portioned construction area carries out matching board design respectively plate structure unit；The construction area division that plate structure unit carries out template refers to: first, and the construction area of plate structure unit is divided into standard construction area, non-standard construction area, fixing construction band and nonstandard node and nonstandard gusset plate；Then, it is determined that fixing construction band, nonstandard node, nonstandard gusset plate, standard construction area and the position of non-standard construction area and specification；Finally, by being mutually shifted of standard construction area and non-standard construction area, the concentration split of non-standard construction area is formed non-standard construction area A, non-standard construction area A is further divided into non-standard construction band and standard construction band, it is achieved the maximization of standard construction area can be carried out.This method can effectively reduce construction difficulty and improve Construction Schedule, thus reduces building cost and improve work efficiency.

Description

A kind of matching board method for designing of Combined type building template system

Technical field

The present invention relates to the technical field of building engineering construction, more particularly, it relates to the matching board method for designing of a kind of building template.

Background technology

In the building course of building and structures, every component needing to carry out concrete cast, all it be unable to do without template support system.Along with the progress and development of society, building had become the leading industry of socio-economic development already, and template industry is closely bound up with the development of building industry and mutually restricts.Therefore, the scientific and technological progress of template industry and development have become as the important composition of building trade development.

Recent years, along with people are to aluminum alloy pattern plate, plastic formwork and the large-scale application of other environmental protection shaped structural template, expose in the application and more and more use technology barrier, that is precisely due to slab thickness differs and axis spacing, planar dimension variation etc., and need to use various informative non-standard construction template and Modular building template to carry out matching operation use, become the unavoidable technological difficulties of fabricant.Above-mentioned technological difficulties are mainly reflected in and non-standard construction template fail the design of grasp science, not can determine that the clear and definite position of non-standard construction template, pattern, quantity and method of attachment reliably, and need just to can determine that during on-the-spot construction the matching board form of construction work of non-standard construction template and Modular building template, cause construction difficulty to strengthen and construction speed is slow.Simultaneously, owing to not using scientific and reasonable method to carry out matching board design, cause formwork style, of a great variety, therefore the raising of environmental protection and the reduction of building cost and work efficiency can be caused extreme influence, and the standardization of building template, systematization and industrialization are not known where to begin especially.

Therefore, now need to research and develop and a kind of reduce construction difficulty, improve that Construction Schedule, reliability be high and the building template matching board method for designing of highly versatile, improve convenience and reliability that template connects further.

Summary of the invention

It is an object of the invention to overcome shortcoming of the prior art with not enough, there is provided a kind of reliability high and the building template matching board method for designing of highly versatile, can effectively reduce construction difficulty by this method for designing and improve Construction Schedule, thus reduce building cost and improve work efficiency, the convenience and reliability improving connection between template further is played beneficial effect.

In order to achieve the above object, the technical scheme is that: the matching board method for designing of a kind of Combined type building template system, it is characterized in that: the construction area that plate structure unit carries out building template divides, then according to ready-portioned construction area carries out matching board design respectively；Wherein, the construction area division that plate structure unit carries out building template refers to:

First, the construction area of plate structure unit is divided into standard construction area, non-standard construction area, fixing construction band and nonstandard node and nonstandard gusset plate；

Then, it is determined that fixing construction band, nonstandard node, nonstandard gusset plate, standard construction area and the position of non-standard construction area and specification；

Finally, by being mutually shifted of standard construction area and non-standard construction area, the concentration split of non-standard construction area is formed non-standard construction area A, non-standard construction area A is further divided into non-standard construction band and standard construction band, it is achieved the maximization of standard construction area can be carried out；

Described standard construction area refers to require to carry out along two directions in length and breadth in construction form erecting system the region of standard matching board construction according to modular system；Described non-standard construction area refers to require to carry out according to modular system in construction form erecting system the region of standard matching board construction；Described fixing construction band refers to that some in construction form erecting system meets modular system and require and the banding standard construction area of fixed configurations a certain specification template；Described nonstandard node refers to the intersection in construction form erecting system between plate structure unit, girder construction unit, rod structure unit and wall construction unit；Described nonstandard gusset plate refers to the connecting plate being arranged between plate structure unit, rod structure unit and girder construction unit at nonstandard node；Described non-standard construction band refers to require to carry out according to modular system in construction form erecting system the strip region of standard matching board construction；Described standard construction band refers to can require to carry out along its length in construction form erecting system the strip region of standard matching board construction according to modular system.

In such scheme, the matching board method for designing of the present invention is to realize maximizing by standard construction area, realize minimizing by non-standard construction area, thus can effectively reduce construction difficulty and improve Construction Schedule, to realize reducing building cost and improving the purpose of work efficiency, the maximization to standard construction area is also beneficial to improve the convenience connected between template further and reliability plays beneficial effect.

Described determine that fixing construction band, nonstandard node, nonstandard gusset plate, standard construction area and the position of non-standard construction area and specification and realization can carry out the maximization of standard construction area and comprise the following steps:

The first step, by plate structure unit corner respectively with rod structure unit Z₁、Z₂、Z₃And Z₄Connect, plate structure unit four limit respectively with girder construction unit KL₁、KL₂、KL₃And KL₄Connect；Determine nonstandard node J₁、J₂、J₃And J₄And nonstandard gusset plate J_1-1、J_2-2、J_3-3And J_4-4Position；Wherein, nonstandard node J₁、J₂、J₃And J₄It is respectively rod structure unit Z₁With girder construction unit KL₁Intersection, rod structure unit Z₂With girder construction unit KL₂Intersection, rod structure unit Z₃With girder construction unit KL₃Intersection and rod structure unit Z₄With girder construction unit KL₄Intersection；

Second step, determines nonstandard gusset plate minimum planes size；

3rd step, determines the standard construction area of maximum magnitude；

4th step, cuts optimization to the standard construction area of maximum magnitude in the 3rd step, determines the standard construction area of final scope；

5th step, determines the final planar dimension of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

6th step, determines the scope of fixing construction band；

7th step, determines the scope of non-standard construction area；

8th step, is mutually shifted standard construction area and non-standard construction area, and the concentration split of non-standard construction area is formed non-standard construction area A；

9th step, determines non-standard construction band and the planar dimension of standard construction band in the range of non-standard construction area A.

In second step, determine that nonstandard gusset plate minimum planes size refers to:

Rod structure unit Z is set₁And Z₄And Z₂And Z₃Location line be longitudinal axis 2. and longitudinal axis 3., rod structure unit Z is set₁And Z₂And Z₃And Z₄Location line be transversal lineAnd transversal line

For nonstandard gusset plate J_1-1: L₁=A₂-C₂, L₂=B₂-C₄,

L_3min=[W-(B₂-C₄), I]_max, L_4min=[W-(A₂-C₂), I]_max；

By L₁、L₂、L_3minAnd L_4minSize then obtain nonstandard gusset plate J_1-1Minimum planes size；

Wherein, L₁、L₂It is respectively rod structure unit Z₁Protrude into nonstandard gusset plate J_1-1Interior lateral length and longitudinal length, L_3min、L_4minIt is respectively prominent rod structure unit Z₁Nonstandard gusset plate J_1-1Minimum longitudinal length and minimum lateral length；A₂2. rod structure unit Z is arrived for longitudinal axis₁The lateral separation of inner side edge one, B₂For transversal lineTo rod structure unit Z₁The fore-and-aft distance of inner side edge two, C₂2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of inner side edge, C₄For transversal lineTo girder construction unit KL₁The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

For nonstandard gusset plate J_2-2: L_1a=A₃-C₅, L_2a=B₄-C₄,

L_3amin=[W-(B₄-C₄), I]_max, L_4amin=[W-(A₃-C₅), I]_max；

By L_1a、L_2a、L_3aminAnd L_4aminSize then obtain nonstandard gusset plate J_2-2Minimum planes size；

Wherein, L_1a、L_2aIt is respectively rod structure unit Z₂Protrude into nonstandard gusset plate J_2-2Interior lateral length and longitudinal length, L_3amin、L_4aminIt is respectively prominent rod structure unit Z₂Nonstandard gusset plate J_2-2Minimum longitudinal length and minimum lateral length；A₃3. rod structure unit Z is arrived for longitudinal axis₂The lateral separation of inner side edge one, B₄For transversal lineTo rod structure unit Z₂The fore-and-aft distance of inner side edge two, C₅3. girder construction unit KL is arrived for longitudinal axis₂The lateral separation of inner side edge；C₄For transversal lineTo girder construction unit KL₁The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

For nonstandard gusset plate J_3-3: L_1b=A₅-C₅, L_2b=B₅-C₇,

L_3bmin=[W-(B₅-C₇), I]_max, L_4bmin=[W-(A₅-C₅), I]_max；

By L_1b、L_2b、L_3bminAnd L_4bminSize then obtain nonstandard gusset plate J_3-3Minimum planes size；

Wherein, L_1b、L_2bIt is respectively rod structure unit Z₃Protrude into nonstandard gusset plate J_3-3Interior lateral length and longitudinal length, L_3bmin、L_4bminIt is respectively prominent rod structure unit Z₃Nonstandard gusset plate J_3-3Minimum longitudinal length and minimum lateral length；A₅3. rod structure unit Z is arrived for longitudinal axis₃The lateral separation of inner side edge one, B₅For transversal lineTo rod structure unit Z₃The fore-and-aft distance of inner side edge two, C₅3. girder construction unit KL is arrived for longitudinal axis₂The lateral separation of inner side edge；C₇For transversal lineTo girder construction unit KL₃The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

For nonstandard gusset plate J_4-4: L_1c=A₈-C₂, L_2c=B₇-C₇,

L_3cmin=[W-(B₇-C₇), I]_max, L_4cmin=[W-(A₈-C₂), I]_max；

By L_1c、L_2c、L_3cminAnd L_4cminSize then obtain nonstandard gusset plate J_4-4Minimum planes size；

Wherein, L_1c、L_2cIt is respectively rod structure unit Z₄Protrude into nonstandard gusset plate J_4-4Interior lateral length and longitudinal length, L_3cmin、L_4cminIt is respectively prominent rod structure unit Z₄Nonstandard gusset plate J_4-4Minimum longitudinal length and minimum lateral length；A₈2. rod structure unit Z is arrived for longitudinal axis₄The lateral separation of inner side edge one, B₇For transversal lineTo rod structure unit Z₄The fore-and-aft distance of inner side edge two, C₂2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of inner side edge, C₇For transversal lineTo girder construction unit KL₃The fore-and-aft distance of inner side edge.W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

In the third step, the boundary line, the left side of standard construction area, boundary line, the right, upper border line and following boundary line are determined by gusset plate minimum planes size nonstandard in second step；

Determine that boundary line, the left side comprises the following steps with boundary line, the right:

(1) arrange longitudinal axis 2. with longitudinal axis centrage P 3.；

(2) this centrage P to nonstandard gusset plate J is calculated respectively_1-1With nonstandard gusset plate J_4-4Distance S near centrage P edge₁And S_1a, calculate centrage P to nonstandard gusset plate J respectively_2-2With nonstandard gusset plate J_3-3Distance S near centrage P edge₂And S_2aWherein: $S_1=\frac{A}{2}-A_2-L_{4\min },$ $S_{1a}=\frac{A}{2}-A_8-L_{4c\min },$ $S_2=\frac{A}{2}-$ $A_3-L_{4a\min };$ $S_{2a}=\frac{A}{2}-A_5-L_{4b\min },$ A is rod structure unit Z₁And Z₂Or Z₃And Z₄Orientation axis distance；

(3) S is compared₁And S_1aValue size, take distance boundary line M, the left side as maximum magnitude standard construction area of minima₁To the distance of centrage P, determine boundary line M, the left side₁Position；Relatively S₂And S_2aValue size, take distance boundary line M, the right as maximum magnitude standard construction area of minima₂To the distance of centrage P, determine boundary line M, the right₂Position；

Determine that upper border line comprises the following steps with following boundary line:

(1) longitudinal axis is setAnd longitudinal axisCentrage Q；

(2) this centrage Q to nonstandard gusset plate J is calculated respectively_1-1With nonstandard gusset plate J_2-2Distance S near centrage Q edge₃And S_3a, calculate centrage Q to nonstandard gusset plate J respectively_3-3With nonstandard gusset plate J_4-4Distance S near centrage Q edge₄And S_4a, wherein: $S_3=\frac{B}{2}-B_4-L_{3a\min },$ $S_{3a}=\frac{B}{2}-B_2-L_{3\min },$ B is rod structure unit Z₁And Z₄Or Z₃And Z₂Orientation axis distance；

(3) S is compared₃And S_3aValue size, take the distance following boundary line M as maximum magnitude standard construction area of minima₃To the distance of centrage Q, determine following boundary line M₃Position；Relatively S₄And S_4aValue size, take distance upper border line M as maximum magnitude standard construction area of minima₄To the distance of centrage Q, determine upper border line M₄Position；

Boundary line M, the described left side₁, boundary line M, the right₂, following boundary line M₃With upper border line M₄The closed area that four edges line is constituted is the standard construction area of maximum magnitude.

In the 4th step, determine that the standard construction area of final scope comprises the following steps:

I. setting a length of a in standard construction area of final scope, width is b, a length of a ' in standard construction area of maximum magnitude in the 3rd step, and width is b ',

Then a '=(S₁,S_1a)_min+(S₂,S_2a)_min, b '=(S₃,S_3a)_min+(S₄,S_4a)_min；

II. set a=300n₁, b=300n₂, wherein, n₁、n₂For template segments, being the integer more than or equal to 1,300 is that standard construction area matching board basic module (can select the different matching board basic modules such as 50,100,150,200,250,300 respectively according to the difference of stencil design and manufacturing system.Because with reference to Technical code of composite steelform GB5024-2001, template length enters level more than 900mm's according to 300mm.This patent stencil design system selects 300mm as basic module with reference to combined steel formwork)；Have according to the space geometry relation of maximum magnitude standard construction area with final range criterion construction area:

A '=a+D₁, b '=b+D₂, wherein D₁、D₂For distributing residual value, by D₁>=0, D₂>=0, and a ' and b ' substitution can be obtained following equation:

$n_1\≤\frac{1}{300}[{(S_1,S_{1a})}_{\min }+{(S_2,S_{2a})}_{\min })],$

$n_2\≤\frac{1}{300}[{(S_3,S_{3a})}_{\min }+{(S_4,S_{4a})}_{\min })],$

Work as n₁, n₂When all taking max-int, then

D₁=a '-a=(S₁,S_1a)_min+(S₂,S_2a)_min-300n₁；

D₂=b '-b=(S₃,S_3a)_min+(S₄,S_4a)min-300n₂。

Now, D₁、D₂Space interpolation for maximum magnitude standard construction area Yu final range criterion construction area；

III. set the boundary line, the left side of final range criterion construction area as N₁, boundary line, the right is N₂, following boundary line is N₃, upper border line is N₄, and by N₁Line and M₁Distance difference between line is denoted as i₁, N₂Line and M₂Distance difference between line is denoted as i₂, N₃Line and M₃Distance difference between line is denoted as i₃, N₄Line and M₄Distance difference between line is denoted as i₄；

To distribution residual value D₁、D₂Use equilibrium assignment method or difference distribution method；

Wherein, equilibrium assignment method is:

A. D is worked as₁Or D₂During for even number value: $i_1=i_2=\frac{D_1}{2};$ $i_3=i_4=\frac{D_2}{2};$

B. D is worked as₁Or D₂During for odd number value: $i_1=\frac{D_1+5}{2},$ $i_2=\frac{D_1-5}{2};$ $i_3=\frac{D_2+5}{2},$ $i_4=\frac{D_2-5}{2};$

Difference distribution method is:

i₁=x, i₂=D₁-x；i₃=y, i₄=D₂-y.Wherein: 0≤x≤D₁；0≤y≤D₂, x and y all rounds numerical value.

I is calculated respectively according to above-mentioned formula₁、i₂、i₃、i₄Value size, the boundary line, the left side that can try to achieve four final range criterion construction areas is N₁, boundary line, the right be N₂, following boundary line be N₃It is N with upper border line₄, this four edges boundary line the closed area surrounded is final range criterion construction area.

5th step, the described final planar dimension of nonstandard gusset plate is nonstandard gusset plate minimum planes size, the boundary line of maximum magnitude standard construction area and the difference of boundary line, final range criterion construction area and the summation of nonstandard gusset plate deviation value；

Nonstandard gusset plate J_1-1Final planar dimension be: L₁=A₂-C₂, L₂=B₂-C₄,

L₃=L_3min+i₃+[S_3a-(S₃,S_3a)_min], L₄=L_4min+i₁+[S₁-(S₁,S_1a)_min]；

Wherein, L₃、L₄It is respectively prominent rod structure unit Z₁Nonstandard gusset plate J_1-1Longitudinal length and lateral length；

Nonstandard gusset plate J_2-2Final planar dimension be: L_1a=A₃-C₅, L_2a=B₄-C₄,

L_3a=L_3amin+i₃+[S₃-(S₃,S_3a)_min], L_4a=L_4amin+i₂+[S₂-(S₂,S_2a)_min]；

Wherein, L_3a、L_4aIt is respectively prominent rod structure unit Z₂Nonstandard gusset plate J_2-2Longitudinal length and lateral length；

Nonstandard gusset plate J_3-3Final planar dimension be: L_1b=A₅-C₅, L_2b=B₅-C₇,

L_3b=L_3bmin+i₄+[S₄-(S₄,S_4a)_min], L_4b=L_4bmin+i₂+[S_2a-(S_2a,S_2a)_min]；

Wherein, L_3b、L_4bIt is respectively prominent rod structure unit Z₃Nonstandard gusset plate J_3-3Longitudinal length and lateral length；

Nonstandard gusset plate J_4-4Final planar dimension be: L_1c=A₈-C₂, L_2c=B₇-C₇,

L_3c=L_3cmin+i₄+[S_4a-(S₄,S_4a)_min], L_4c=L_4cmin+i₁+[S_1a-(S₁,S_1a)_min]；

Wherein, L_3c、L_4cIt is respectively prominent rod structure unit Z₄Nonstandard gusset plate J_4-4Longitudinal length and lateral length.

In 6th step, fixing construction band is arranged on plate structure unit and the corner of girder construction unit, determines the boundary of works area of fixing construction band, and use the internal corner formwork of length of side W × length of side W × rib height I to construct；

Fixing construction band GD1 is in the range of 300n₁× W,

Fixing construction band GD2 is in the range of 300n₂× W,

Fixing construction band GD3 is in the range of 300n₁× W,

Fixing construction band GD4 is in the range of 300n₂×W；

Wherein, n₁、n₂For template segments, it is the integer more than or equal to 1；

In 7th step, the scope of non-standard construction area refers to that the scope beyond plate structure unit internal standard construction area, nonstandard gusset plate and the fixing space constructed occupied by band is the scope of non-standard construction area；

Non-standard construction area 1: length a₁=300n₁；Width b₁=L₂+L₃-W,

Non-standard construction area 2: length a₂=300n₂；Width b₂=L_1a+L_4a-W,

Non-standard construction area 3: length a₃=300n₁；Width b₃=L_2b+L_3b-W,

Non-standard construction area 4: length a₄=300n₂；Width b₄=L₁+L₄-W,

Wherein, n₁、n₂For template segments, it is the integer more than or equal to 1.

In the 8th step, standard construction area and non-standard construction area are mutually shifted, split is concentrated in non-standard construction area 1 and non-standard construction area 3, obtain non-standard construction area A, non-standard construction area A in the range of length a₀=300n₁；Width b₀=L₂+L₃+L_2b+L_3b-2W；

In 9th step, the scope in non-standard construction area determines that the planar dimension of non-standard construction band and standard construction band refers to:

Width b as non-standard construction area A₀During ＜ 100mm, the planar dimension of non-standard construction band FD1 is: length a '₁=300n₁, width b '₁=b₀, the planar dimension of standard construction band BD1 is 0；

Width b as non-standard construction area A₀>=100mm, the planar dimension of non-standard construction band FD1 is: length a '₁=300n₁, width b '₁=b₀-50n₃, wherein:(n₃Taking the maximum integer more than or equal to 2, according to Technical code of composite steelform GB5024-2001, wherein 50 is template width basic module, the most identical), the planar dimension of standard construction band BD1 is: length a '₂=300n₁, width b '₂=50n₃；

Width b when non-standard construction area 4₄＜ 100mm, the planar dimension of non-standard construction band FD2 is: length a '₃=300n₂, width b '₃=b₄, the planar dimension of standard construction band BD2 is 0；

Width b when non-standard construction area 4₄>=100mm, the planar dimension of non-standard construction band FD2 is: length a '₃=300n₂, width b '₃=b₄-50n₄, wherein:(n₄Take the maximum integer more than or equal to 2), the planar dimension of standard construction band BD2 is: length a '₄=300n₂, width b '₄=50n₄；

Width b when non-standard construction area 2₂＜ 100mm, the planar dimension of non-standard construction band FD3 is: a '₅=300n₂, b '₅=b₂, the planar dimension of standard construction band BD3 is 0；

Width b when non-standard construction area 2₂>=100mm, the planar dimension of non-standard construction band FD3 is: a '₅=300n₂, b '₅=b₂-50n₅, wherein:n₅Taking the maximum integer more than or equal to 2, the planar dimension of standard construction band BD3 is: length a '₆=300n₂, width b '₆=50n₅。

Present invention additionally comprises girder construction unit KL₁、KL₂、KL₃And KL₄Carry out the matching board construction of building template, to girder construction unit KL₂、KL₃And KL₄Carry out the matching board design procedure of building template and to girder construction unit KL₁The matching board design procedure carrying out building template is identical, wherein, to girder construction unit KL₁The matching board design carrying out building template comprises the following steps:

The first step, at "T"-shaped girder construction unit KL₁Lateral surface and the sidewall of two plate structure unit between be respectively provided with fixing construction band B1-GD1 and fixing construction band B2-GD1, fixing construction band B1-GD1 and the fixing band B2-GD1 that constructs and be oppositely arranged on "T"-shaped girder construction unit KL respectively₁Both sides, then carry out formwork collocation design；

Second step, at "T"-shaped girder construction unit KL₁Both sides arrange standard construction band L1-BD1 and standard construction band L1-BD2, and determine size carry out standard form matching board design:

The standard construction a length of LL of band L1-BD1₁=300n₁, height is Hb₁=50n₆, wherein, n₁For the integer more than or equal to 1, n₆For the integer more than or equal to 2；

n₆It is calculated as follows: h₁=h '₁+d₁+ W,

h’₁=50_n6, d₁≥0

Then $n_6\≤\frac{h_1-W}{50},$

n₆Take the template segments that maximum integer is standard construction band L1-BD1 height；

Wherein, h₁For girder construction unit KL₁Beam side matching board design height, i.e. h₁Slab thickness is deducted equal to beam section height；h’₁For beam side standard construction band L1-BD1 and L1-BD2 height, d₁For non-standard construction tape thickness；

The size of standard construction band L1-BD2 is equivalently-sized with standard construction band L1-BD1's；

At "T"-shaped girder construction unit KL₁Liang Dibanchu standard construction band L1-BD3 is set, and determine size:

The standard construction a length of LL of band L1-BD3₃=300n₁, width is Hb₃=C₃+C₄, wherein, C₃For transversal lineTo girder construction unit KL₁The fore-and-aft distance of outer side edges；

3rd step, between standard construction band L1-BD1 and fixing construction band B1-GD1, non-standard construction band L1-FD1 is set, between standard construction band L1-BD2 and fixing construction band B2-GD1, non-standard construction band L1-FD2 is set, and carry out the matching board design of non-standard template, non-standard construction band L1-FD1 and nonstandard construction strip L1-FD2 equivalently-sized:

Length FL₁=300n₁, width Fb₁=I, thickness F d₁=h₁-50n₆-W；

4th step, determines position and the size of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

Girder construction unit KL₁Beam two ends be respectively arranged with three pieces of nonstandard gusset plates, the planar dimension of every piece of nonstandard gusset plate is by identified below:

For nonstandard gusset plate J_1-5Planar dimension be: length a=L₄, width b=C₃+C₄；

For nonstandard gusset plate J_1-9Planar dimension be: length a=L₄, width b=h₁；

For nonstandard gusset plate J_1-10Planar dimension be: length a=L₄, width b=h₁；

For nonstandard gusset plate J_2-7Planar dimension be: length a=L_4a, width b=C₃+C₄；

For nonstandard gusset plate J_2-13Planar dimension be: length a=L_4a, width b=h₁；

For nonstandard gusset plate J_2-14Planar dimension be: length a=L_4a, width b=h₁。

Present invention additionally comprises post structure unit Z₁、Z₂、Z₃And Z₄Carry out the matching board design of building template, post structure unit Z₂、Z₃And Z₄Carry out matching board design procedure and the post structure unit Z of building template₁The matching board design procedure carrying out building template is identical, wherein, with post structure unit Z₁The matching board design carrying out building template comprises the following steps:

Step one: determine standard construction band Z1-BD₁、Z1-BD₂、Z1-BD₃And Z1-BD₄Planar dimension, column criterion of going forward side by side template matching board design；Described rod structure unit Z₁Respectively with girder construction unit KL₁、KL₄、KL₅And KL₆Connect；

Set rod structure unit Z₁Shaft matching board design height be H₁, it is set in rod structure unit Z₁Nonstandard node J₁Place girder construction unit KL₁Beam side matching board design height be h₁, girder construction unit KL₄Beam side matching board design height be h₄, girder construction unit KL₅Beam side matching board design height be h₅, girder construction unit KL₆Beam side matching board design height be h₅, rod structure unit Z₁The height of shaft standard construction band is H₁', wherein, H₁Slab thickness, h is deducted for story height₁,h₄,h₅,h₆The depth of section being respectively beam deducts floor plates thickness；

H₁=(h₁,h₄,h₅,h₆)max+H’₁+ t, wherein t is distribution residual value, and t >=I, H '₁=300n₇, n₇For template segments, take the integer more than 1,

Then $n_7\≤\frac{H_1-(h_1,h_4,h_5,h_6)\max -I}{300}$

Work as n₇When taking maximum integer,

Standard construction band Z1-BD₁Planar dimension is: width is A₁+A₂, height is 300n₇；

Standard construction band Z1-BD₂Planar dimension is: width is B₁+B₂, height is 300n₇；

Standard construction band Z1-BD₃Planar dimension is: width is A₁+A₂, height is 300n₇；

Standard construction band Z1-BD₄Planar dimension is: width is B₁+B₂, height is 300n₇；

Wherein, A₁2. rod structure unit Z is arrived for longitudinal axis₁The lateral separation of outer side edges one, B₁For transversal lineTo rod structure unit Z₁The fore-and-aft distance of outer side edges two；

Step 2, determines the planar dimension of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

Determine at nonstandard node J₁Locate the planar dimension of 8 pieces of nonstandard gusset plates in 24 pieces of nonstandard gusset plates, the planar dimension of remaining 16 pieces of nonstandard gusset plate designs at the matching board of plate structure unit and determines in the matching board design of girder construction unit, and the thickness of slab of all nonstandard gusset plates is identical with the rib height of gang form.

Nonstandard gusset plate J_1-17Planar dimension is: width a=C₃+C₄, highly b=t₁-I=H₁-H’₁-h₁-I；

Nonstandard gusset plate J_1-18Planar dimension is: width a=C₁+C₂, highly b=t₄-I=H₁-H’₁-h₄-I；

Nonstandard gusset plate J_1-19Planar dimension is: width a=C₁₁+C₁₂, highly b=t₆-I=H₁-H’₁-h₆-I；

Nonstandard gusset plate J_1-20Planar dimension is: width a=C₉+C₁₀, highly b=t₅-I=H₁-H’₁-h₅-I；

The nonstandard gusset plate J of L-shaped structure_1-21Planar dimension is: length of side a=A₂-C₂+ I, side length b=B₂-C₄+ I, highly h=H₁-H’₁-I；

The nonstandard gusset plate J of L-shaped structure_1-22Planar dimension is: length of side a=A₁-C₁+ I, side length b=B₂-C₁₂+I；Highly h=H₁-H’₁-I；

The nonstandard gusset plate J of L-shaped structure_1-23Planar dimension is: length of side a=A₁-C₁+ I, side length b=B₁-C₁₁+ I, highly h=H₁-H’₁-I；

The nonstandard gusset plate J of L-shaped structure_1-24Planar dimension is: length of side a=A₂-C₁₀+ I, side length b=B₁-C₃+ I, highly h=H₁-H’₁-I；

Wherein t₁、t₄、t₅And t₆For distribution residual value, C₁2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of outer side edges, C₁₁、C₁₂It is respectively transversal lineTo girder construction unit KL₆The fore-and-aft distance of side, C₉、C₁₀It is respectively longitudinal axis and 2. arrives girder construction unit KL₅The lateral separation of side.

Compared with prior art, the invention have the advantages that and beneficial effect:

1, the building template matching board method for designing reliability of the present invention is high and highly versatile, the maximization of standard construction area can realize designing with minimum templating species and specification to the matching board carrying out building template, constructing, thus can effectively reduce construction difficulty and accelerate Construction Schedule, to realize reducing building cost and improving the purpose of work efficiency.

2, the building template matching board method for designing of the present invention, the position of nonstandard building template, pattern, quantity and connected mode are fully cured it, can conveniently and quickly carry out the matching board design of building template, the convenience and reliability improving connection between template further is played beneficial effect.

Accompanying drawing explanation

Fig. 1-6 is the schematic diagram that plate structure unit carries out in embodiment one building template matching board design process；

Fig. 7 is that the present invention carries out the flow chart of building template matching board design to plate structure unit；

Fig. 8-11 is nonstandard gusset plate J_1-1、J_2-2、J_3-3And J_4-4The structural representation of minimum planes size；

Figure 12-15 is nonstandard gusset plate J_1-1、J_2-2、J_3-3And J_4-4The structural representation of final planar dimension；

Figure 16 is girder construction unit KL₁Plane matching board design drawing；

Figure 17 be in Figure 16 B to schematic cross-section；

Figure 18 be in Figure 16 A to schematic cross-section；

Figure 19 be in Figure 16 C to schematic cross-section；

Figure 20 is that the present invention carries out the flow chart of building template matching board design to girder construction unit；

Figure 21 is rod structure unit Z₁Plane matching board design drawing；

Figure 22 be in Figure 21 D to schematic cross-section；

Figure 23 be in Figure 21 F to schematic cross-section；

Figure 24 be in Figure 21 E to schematic cross-section；

Figure 25 be in Figure 24 G to schematic cross-section；

Figure 26 is nonstandard gusset plate J in Figure 25_1-21Structural representation；

Figure 27 is the flow chart that post structure unit of the present invention carries out building template matching board design；

Figure 28 is that embodiment two is to there being beam to carry out the schematic diagram of building template matching board design without post plate structure unit；

Figure 29 is that embodiment three has post plate structure unit to carry out the schematic diagram of building template matching board design to without beam；

Figure 30 is that embodiment four carries out the schematic diagram of building template matching board design to circular columns rectangular beam plate structure unit；

Figure 31 is the plane matching board design drawing of flooring shear wall structure unit in embodiment five；

Figure 32 be in Figure 31 B to schematic cross-section；

Figure 33 be in Figure 31 A to schematic cross-section.

Figure 34 is that a pair plate structure unit of embodiment carries out the building template matching board design structural representation with parameter；

Figure 35-38 is nonstandard gusset plate J in Figure 34_1-1、J_2-2、J_3-3And J_4-4Final planar dimension with the structural representation of parameter.

Detailed description of the invention

The present invention is described in further detail with detailed description of the invention below in conjunction with the accompanying drawings.

Embodiment one

This example illustrates as a example by the plate structure unit being all connected with girder construction unit and rod structure unit.

As Fig. 1 to 15, Figure 34 are to shown in 38, and the matching board method for designing of the Combined type building template system of the present invention is that the construction area that plate structure unit carries out building template divides, then according to ready-portioned construction area carries out matching board design respectively；Wherein, the construction area division that plate structure unit carries out building template refers to:

First, the construction area of plate structure unit is divided into standard construction area, non-standard construction area, fixing construction band and nonstandard node and nonstandard gusset plate；

Then, it is determined that fixing construction band, nonstandard node, nonstandard gusset plate, standard construction area and the position of non-standard construction area and specification；

Finally, by being mutually shifted of standard construction area and non-standard construction area, the concentration split of non-standard construction area is formed non-standard construction area A, non-standard construction area A is further divided into non-standard construction band and standard construction band, it is achieved the maximization of standard construction area can be carried out；

Wherein, standard construction area refers to require to carry out along two directions in length and breadth in construction form erecting system the region of standard matching board construction according to modular system；Non-standard construction area refers to require to carry out according to modular system in construction form erecting system the region of standard matching board construction；Fixing construction band refers to that some in construction form erecting system meets modular system and require and the banding standard construction area of fixed configurations a certain specification template；Nonstandard node refers to the intersection in construction form erecting system between plate structure unit, girder construction unit, rod structure unit and wall construction unit；Nonstandard gusset plate refers to the connecting plate being arranged between plate structure unit, rod structure unit and girder construction unit at nonstandard node；Non-standard construction band refers to require to carry out according to modular system in construction form erecting system the strip region of standard matching board construction；Standard construction band refers to can require to carry out along its length in construction form erecting system the strip region of standard matching board construction according to modular system.

Plate structure unit corner respectively with rod structure unit Z₁、Z₂、Z₃And Z₄Connect, plate structure unit four limit respectively with girder construction unit KL₁、KL₂、KL₃And KL₄Connect.

In the present embodiment, each parameter is provided that rod structure unit Z₁Sectional dimension is 500 × 700, rod structure unit Z₂Sectional dimension is 400 × 600, rod structure unit Z₃Sectional dimension is 500 × 650, rod structure unit Z₄Sectional dimension is 400 × 550.

Girder construction unit KL₁Sectional dimension is 250 × 500, girder construction unit KL₂Sectional dimension is 300 × 700, girder construction unit KL₃Sectional dimension is 250 × 500, girder construction unit KL₄Sectional dimension is 300 × 700, girder construction unit KL₅Sectional dimension is 200 × 500, girder construction unit KL₆Sectional dimension is 200 × 450.

Rod structure unit Z₁And Z₂Or Z₃And Z₄Orientation axis distance A=4500, rod structure unit Z₁And Z₄Or Z₃And Z₂Orientation axis distance be B=6000, plate structure units thick is 120mm, story height 3.3m.

The internal corner formwork that fixing construction band template selects specification to be the length of side 150 × length of side, 150 × rib high 55.

Have: A simultaneously₁=A₂=250, B₁=B₂=350, A₃=250, A₄=150, B₃=B₄=300, A₅=350, A₆=150, B₅=B₆=325, A₇=A₈=200, B₇=B₈=275, C₁=C₂=150, C₃=C₄=125, C₅=C₆=150, C₇=C₈=125, C₉=C₁₀=100, C₁₁=C₁₂=100, W=150, I=55.

Present invention determine that fixing construction band, nonstandard node, nonstandard gusset plate, standard construction area and the position of non-standard construction area and specification and realization can carry out the maximization of standard construction area and comprise the following steps:

The first step, determines nonstandard node J₁、J₂、J₃And J₄And nonstandard gusset plate J_1-1、J_2-2、J_3-3And J_4-4Position；Wherein, nonstandard node J₁、J₂、J₃And J₄It is respectively rod structure unit Z₁With girder construction unit KL₁Intersection, rod structure unit Z₂With girder construction unit KL₂Intersection, rod structure unit Z₃With girder construction unit KL₃Intersection and rod structure unit Z₄With girder construction unit KL₄Intersection.

Second step, determines nonstandard gusset plate minimum planes size.

Rod structure unit Z is set₁And Z₄And Z₂And Z₃Location line be longitudinal axis 2. and longitudinal axis 3., rod structure unit Z is set₁And Z₂And Z₃And Z₄Location line be transversal lineAnd transversal line

For nonstandard gusset plate J_1-1: L₁=A₂-C₂=100, L₂=B₂-C₄=225,

L_3min=[W-(B₂-C₄), I]_max=(-75,55)_max=55,

L_4min=[W-(A₂-C₂), I]_max=(50,55)_max=55；

By L₁、L₂、L_3minAnd L_4minSize then obtain nonstandard gusset plate J_1-1Minimum planes size；

Wherein, L₁、L₂It is respectively rod structure unit Z₁Protrude into nonstandard gusset plate J_1-1Interior lateral length and longitudinal length, L_3min、L_4minIt is respectively prominent rod structure unit Z₁Nonstandard gusset plate J_1-1Minimum longitudinal length and minimum lateral length；A₂2. rod structure unit Z is arrived for longitudinal axis₁The lateral separation of inner side edge one, B₂For transversal lineTo rod structure unit Z₁The fore-and-aft distance of inner side edge two, C₂2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of inner side edge, C₄For transversal lineTo girder construction unit KL₁The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

For nonstandard gusset plate J_2-2: L_1a=A₃-C₅=100, L_2a=B₄-C₄=175,

L_3amin=[W-(B₄-C₄), I]_max=(-25,55)_max=55,

L_4amin=[W-(A₃-C₅), I]_max=(50,55)_max=55；

By L_1a、L_2a、L_3aminAnd L_4aminSize then obtain nonstandard gusset plate J_2-2Minimum planes size；

Wherein, L_1a、L_2aIt is respectively rod structure unit Z₂Protrude into nonstandard gusset plate J_2-2Interior lateral length and longitudinal length, L_3amin、L_4aminIt is respectively prominent rod structure unit Z₂Nonstandard gusset plate J_2-2Minimum longitudinal length and minimum lateral length；A₃3. rod structure unit Z is arrived for longitudinal axis₂The lateral separation of inner side edge one, B₄For transversal lineTo rod structure unit Z₂The fore-and-aft distance of inner side edge two, C₅3. girder construction unit KL is arrived for longitudinal axis₂The lateral separation of inner side edge；C₄For transversal lineTo girder construction unit KL₁The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

For nonstandard gusset plate J_3-3: L_1b=A₅-C₅=200, L_2b=B₅-C₇=200,

L_3bmin=[W-(B₅-C₇), I]_max=(-50,55)_max=55,

L_4bmin=[W-(A₅-C₅), I]_Max=(-50,55)_max=55；

By L_1b、L_2b、L_3bminAnd L_4bminSize then obtain nonstandard gusset plate J_3-3Minimum planes size；

Wherein, L_1b、L_2bIt is respectively rod structure unit Z₃Protrude into nonstandard gusset plate J_3-3Interior lateral length and longitudinal length, L_3bmin、L_4bminIt is respectively prominent rod structure unit Z₃Nonstandard gusset plate J_3-3Minimum longitudinal length and minimum lateral length；A₅3. rod structure unit Z is arrived for longitudinal axis₃The lateral separation of inner side edge one, B₅For transversal lineTo rod structure unit Z₃The fore-and-aft distance of inner side edge two, C₅3. girder construction unit KL is arrived for longitudinal axis₂The lateral separation of inner side edge；C₇For transversal lineTo girder construction unit KL₃The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

For nonstandard gusset plate J_4-4: L_1c=A₈-C₂=50, L_2c=B₇-C₇=150,

L_3cmin=[W-(B₇-C₇), I]_max=(75,55)_max=75,

L_4cmin=[W-(A₈-C₂), I]_max=(100,55)_max=100；

By L_1c、L_2c、L_3cminAnd L_4cminSize then obtain nonstandard gusset plate J_4-4Minimum planes size；

Wherein, L_1c、L_2cIt is respectively rod structure unit Z₄Protrude into nonstandard gusset plate J_4-4Interior lateral length and longitudinal length, L_3cmin、L_4cminIt is respectively prominent rod structure unit Z₄Nonstandard gusset plate J_4-4Minimum longitudinal length and minimum lateral length；A₈2. rod structure unit Z is arrived for longitudinal axis₄The lateral separation of inner side edge one, B₇For transversal lineTo rod structure unit Z₄The fore-and-aft distance of inner side edge two, C₂2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of inner side edge, C₇For transversal lineTo girder construction unit KL₃The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

3rd step, determines the standard construction area of maximum magnitude.

The boundary line, the left side of standard construction area, boundary line, the right, upper border line and following boundary line is determined by gusset plate minimum planes size nonstandard in second step；

Determine that boundary line, the left side comprises the following steps with boundary line, the right:

(1) arrange longitudinal axis 2. with longitudinal axis centrage P 3.；

(2) this centrage P to nonstandard gusset plate J is calculated respectively_1-1With nonstandard gusset plate J_4-4Distance S near centrage P edge₁And S_1a, calculate centrage P to nonstandard gusset plate J respectively_2-2With nonstandard gusset plate J_3-3Distance S near centrage P edge₂And S_2a。

Wherein: $S_1=\frac{A}{2}-A_2-L_{4\min }=2250-250-55=1945,$

$S_{1a}=\frac{A}{2}-A_8-L_{4c\min }=2250-200-100=1950,$

$S_2=\frac{A}{2}-A_3-L_{4a\min }=2250-250-55=1945,$

$S_{2a}=\frac{A}{2}-A_5-L_{4b\min }=2250-350-55=1845,$

A=4500 is rod structure unit Z₁And Z₂Or Z₃And Z₄Orientation axis distance；

(3) S is compared₁And S_1aValue size, take distance boundary line M, the left side as maximum magnitude construction area of minima₁To the distance of centrage P, then boundary line M, the left side₁Distance to centrage P is 1945, determines boundary line M, the left side₁Position；Relatively S₂And S_2aValue size, take distance boundary line M, the right as maximum magnitude construction area of minima₂To the distance of centrage P, then boundary line M, the right₂Distance to centrage P is 1845, determines boundary line M, the right₂Position.

Determine that upper border line comprises the following steps with following boundary line:

(1) longitudinal axis is setAnd longitudinal axisCentrage Q；

(2) this centrage Q to nonstandard gusset plate J is calculated respectively_1-1With nonstandard gusset plate J_2-2Distance S near centrage Q edge₃And S_3a, calculate centrage Q to nonstandard gusset plate J respectively_3-3With nonstandard gusset plate J_4-4Distance S near centrage Q edge₄And S_4a。

Wherein: $S_3=\frac{B}{2}-B_4-L_{3a\min }=3000-320-55=2645,$

$S_{3a}=\frac{B}{2}-B_2-L_{3\min }=3000-350-55=2595,$

$S_4=\frac{B}{2}-B_5-L_{3b\min }=3000-325-55=2620,$

$S_{4a}=\frac{B}{2}-B_7-L_{3c\min }=3000-275-55=2650,$

B=6000 is rod structure unit Z₁And Z₄Or Z₃And Z₂Orientation axis distance；

(3) S is compared₃And S_3aValue size, take the distance following boundary line M as maximum magnitude construction area of minima₃To the distance of centrage Q, then following boundary line M₃Distance to centrage Q is 2595, determines following boundary line M₃Position；Relatively S₄And S_4aValue size, take distance upper border line M as maximum magnitude construction area of minima₄To the distance of centrage Q, then upper border line M₄Distance to centrage Q is 2620, determines upper border line M₄Position.

Boundary line M, the above-mentioned left side₁, boundary line M, the right₂, following boundary line M₃With upper border line M₄The closed area that four edges line is constituted is the standard construction area of maximum magnitude.

4th step, cuts optimization to the standard construction area of maximum magnitude in the 3rd step, determines the standard construction area of final scope.

According to plate structure unit construction basic demand in the inventive method, the standard construction area length and width size of final scope must is fulfilled for the matching board basic module requirement of 300, so also optimization is cut in the standard construction area of maximum magnitude, so that the standard construction area of final scope meets the requirement arbitrarily arranging standard form.

Determine that the standard construction area of final scope comprises the following steps:

I. setting a length of a in standard construction area of final scope, width is b, a length of a ' in standard construction area of maximum magnitude in the 3rd step, and width is b ',

Then a '=(S₁,S_1a)_min+(S₂,S_2a)_min=1945+1845=3790,

B '=(S₃,S_3a)_min+(S₄,S_4a)_min=2595+2620=5215,

(S in formula₁,S_1a)_minRepresent from S₁And S_1aTwo values in take minima, other is analogized；

II. set a=300n₁, b=300n₂, wherein, n₁、n₂For template segments, being the integer more than or equal to 1,300 is standard construction area matching board basic module (because with reference to Technical code of composite steelform GB5024-2001, template length enters level more than 900mm's according to 300mm)；Have according to the space geometry relation of maximum magnitude standard construction area with final range criterion construction area:

A '=a+D₁, b '=b+D₂, wherein D₁、D₂For distributing residual value, by D₁>=0, D₂>=0, and a ' and b ' substitution can be obtained following equation:

$n_1\≤\frac{1}{300}[{(S_1,S_{1a})}_{\min }+{(S_2,S_{2a})}_{\min })]=12.6,$

$n_2\≤\frac{1}{300}[{(S_3,S_{3a})}_{\min }+{(S_4,S_{4a})}_{\min })]=17.4,$

Work as n₁, n₂When all taking max-int, n₁=12, n₂=17, then

D₁=a '-a=(S₁,S_1a)_min+(S₂,S_2a)_min-300n₁=3790-3600=190；

D₂=b '-b=(S₃,S_3a)_min+(S₄,S_4a)min-300n₂=5215-5100=115.

Now, D₁、D₂Space interpolation for maximum magnitude standard construction area Yu final range criterion construction area；

III. set the boundary line, the left side of final range criterion construction area as N₁, boundary line, the right is N₂, following boundary line is N₃, upper border line is N₄, and by N₁Line and M₁Distance difference between line is denoted as i₁, N₂Line and M₂Distance difference between line is denoted as i₂, N₃Line and M₃Distance difference between line is denoted as i₃, N₄Line and M₄Distance difference between line is denoted as i₄；

To distribution residual value D₁、D₂Employing equilibrium assignment:

a.D₁For even number value: $i_1=i_2=\frac{D_1}{2}=95;$

b.D₂For odd number value: $i_3=\frac{D_2+5}{2}=60,$ $i_4=\frac{D_2-5}{2}=55,$

I is calculated respectively according to above-mentioned formula₁、i₂、i₃、i₄Value size, the boundary line, the left side that can try to achieve four final range criterion construction areas is N₁, boundary line, the right be N₂, following boundary line be N₃It is N with upper border line₄, this four edges boundary line the closed area surrounded is final range criterion construction area.Then boundary line N, the left side of final range criterion construction area₁Distance to centrage P is 1850, boundary line N, the right₂Distance to centrage P is 1750, and following boundary line is N₃Distance to centrage Q is 2535, and upper border line is N₄Distance to centrage Q is 2565.

5th step, determines the final planar dimension of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate.

The final planar dimension of nonstandard gusset plate is nonstandard gusset plate minimum planes size, the boundary line of maximum magnitude standard construction area and the difference of boundary line, final range criterion construction area and the summation of nonstandard gusset plate deviation value.

Nonstandard gusset plate J_1-1Final planar dimension be: L₁=A₂-C₂=100, L₂=B₂-C₄=225,

L₃=L_3min+i₃+[S_3a-(S₃,S_3a)_min]=55+60+0=115,

L₄=L_4min+i₁+[S₁-(S₁,S_1a)_min]=55+95+0=150；

Wherein, L₃、L₄It is respectively prominent rod structure unit Z₁Nonstandard gusset plate J_1-1Longitudinal length and lateral length.

Nonstandard gusset plate J_2-2Final planar dimension be: L_1a=A₃-C₅=100, L_2a=B₄-C₄=175,

L_3a=L_3amin+i₃+[S₃-(S₃,S_3a)_min]=55+60+ (2645-2595)=165,

L_4a=L_4amin+i₂+[S₂-(S₂,S_2a)_min]=55+95+ (1945-1845)=250；

Wherein, L_3a、L_4aIt is respectively prominent rod structure unit Z₂Nonstandard gusset plate J_2-2Longitudinal length and lateral length.

Nonstandard gusset plate J_3-3Final planar dimension be: L_1b=A₅-C₅=200, L_2b=B₅-C₇=200,

L_3b=L_3bmin+i₄+[S₄-(S₄,S_4a)_min]=55+55+0=110,

L_4b=L_4bmin+i₂+[S_2a-(S_2a,S_2a)_min]=55+95+0=150；

Wherein, L_3b、L_4bIt is respectively prominent rod structure unit Z₃Nonstandard gusset plate J_3-3Longitudinal length and lateral length.

Nonstandard gusset plate J_4-4Final planar dimension be: L_1c=A₈-C₂=50, L_2c=B₇-C₇=150,

L_3c=L_3cmin+i₄+[S_4a-(S₄,S_4a)_min]=75+55+ (2650-2620)=160,

L_4c=L_4cmin+i₁+[S_1a-(S₁,S_1a)_min]=100+95+ (1950-1945)=200；

Wherein, L_3c、L_4cIt is respectively prominent rod structure unit Z₄Nonstandard gusset plate J_4-4Longitudinal length and lateral length.

6th step, determines the scope of fixing construction band, carries out the matching board design of template；

Fixing construction band is arranged on plate structure unit and the corner of girder construction unit, determines the scope of fixing construction band, and use the internal corner formwork of length of side 150mm × length of side 150mm × rib height 55mm to carry out matching board design.

Fixing construction band GD1 is in the range of 300n₁× W=3600 × 150,

Fixing construction band GD2 is in the range of 300n₂× W=5100 × 150,

Fixing construction band GD3 is in the range of 300n₁× W=3600 × 150,

Fixing construction band GD4 is in the range of 300n₂× W=5100 × 150；

Wherein, n₁=12, n₂=17 is template segments.

7th step, determines the scope of non-standard construction area.

The scope of non-standard construction area refers to that the scope beyond plate structure unit internal standard construction area, nonstandard gusset plate and the fixing space constructed occupied by band is the scope of non-standard construction area；

Non-standard construction area 1: length a₁=300n₁=3600；Width b₁=L₂+L₃-W=190,

Non-standard construction area 2: length a₂=300n₂=5100；Width b₂=L_1a+L_4a-W=200,

Non-standard construction area 3: length a₃=300n₁=3600；Width b₃=L_2b+L_3b-W=160,

Non-standard construction area 4: length a₄=300n₂=5100；Width b₄=L₁+L₄-W=100,

Wherein, n₁=12, n₂=17 is template segments.

8th step, is mutually shifted standard construction area and non-standard construction area, non-standard construction area is concentrated split, it is achieved be optimized nonstandard construction area and standard construction area.

As can be seen from Figure 4, four non-standard construction areas can merge optimization and process, but premise be merge optimize after do not affect other cured construction area matching board design, according to this principle, path optimizing has two, and Article 1 is to be merged in non-standard construction area 1 and non-standard construction area 3；Article 2 is to be merged in non-standard construction area 2 and non-standard construction area 4, and both can.Combination principle be make merging after issuable non-marker tape less and little or do not have, index zone is the biggest.

Standard construction area and non-standard construction area are mutually shifted by the present invention, and non-standard construction area 1 and non-standard construction area 3 are concentrated split, obtain nonstandard construction area A, it is achieved be optimized nonstandard construction area and mark construction area；Nonstandard construction area A is in the range of length a₀=300n₁=3600；Width b₀=L₂+L₃+L_2b+L_3b-2W=350.

9th step, scope in non-standard construction area determines non-standard construction band and the planar dimension of standard construction band, and standard form is arranged on standard construction area and standard construction band, non-standard template configuration is on non-standard construction area and non-standard construction band, it is achieved plate structure unit is carried out matching board design；

The width b of non-standard construction area A₀>=100mm, the planar dimension of non-standard construction band FD1 is: length a '₁=300n₁=3600,n₃Take the maximum integer more than or equal to 2, then n₃=7, width b '₁=b₀-50n₃=0.The planar dimension of standard construction band BD1 is: length a '₂=300n₁=3600, width b '₂=50n₃=350；

The width b of nonstandard construction area 4₄>=100mm, the planar dimension of non-standard construction band FD2 is: length a '₃=300n₂=5100,n₄Take the maximum integer more than or equal to 2, then n₄=2, width b '₃=b₄-50n₄=0.The planar dimension of standard construction band BD2 is: length a '₄=300n₂=5100, width b '₄=50n₄=100.

The width b of nonstandard construction area 2₂>=100mm, the planar dimension of non-standard construction band FD3 is: a '₅=300n₂=5100,n₅Take the maximum integer more than or equal to 2, then n₅=4, width b '₅₌=b₂-50n₅=0.The planar dimension of standard construction band BD3 is: length a '₆=300n₂=5100, width b '₆=50n₅=200.

Present invention additionally comprises girder construction unit KL₁、KL₂、KL₃And KL₄Carry out the matching board design of building template, to girder construction unit KL₂、KL₃And KL₄Carry out the matching board design procedure of building template and to girder construction unit KL₁The matching board design procedure carrying out building template is identical.

Girder construction unit matching board design Module Division:

(1) nonstandard gusset plate (the beam column joint at every Duan Liang two ends is nonstandard node)；

(2) Form board tape construction (only three class construction bands: fixing construction band, standard construction band, non-standard construction band)；

Construction basic demand:

(1) smallest cross-sectional dimensional requirement: non-standard template (containing nonstandard gusset plate, non-standard construction band) minimum planes size and smallest cross-sectional size are all not less than rib height I (55mm) of gang form.

(2) modulus requires: what fixing construction band and standard construction band length direction size must meet 300mm matching board design modulus measures requirement, and what width must meet 50mm matching board design modulus measures requirement.

(3) status requirement: nonstandard gusset plate is arranged at the nonstandard node at girder construction unit two ends, fixing construction band is arranged on the junction of girder construction unit and plate structure unit；Non-standard construction band is arranged between fixing construction band and standard construction band, and standard construction band is topmost standard construction interval at the bottom of beam side and beam, is respectively provided at the bottom of beam and beam side.

(4) choice requirement: nonstandard template is selected deal board to make by this patent suggestion.

As Figure 16 is to shown in 20, to girder construction unit KL₁The matching board design carrying out building template comprises the following steps:

The first step, at "T"-shaped girder construction unit KL₁Lateral surface and the sidewall of two plate structure unit between be respectively provided with fixing construction band B1-GD1 and fixing construction band B2-GD1, fixing construction band B1-GD1 and the fixing band B2-GD1 that constructs and be oppositely arranged on "T"-shaped girder construction unit KL respectively₁Both sides, then carry out the matching board design of other template；

Second step, at "T"-shaped girder construction unit KL₁Both sides arrange standard construction band L1-BD1 and standard construction band L1-BD2, and determine size carry out simultaneously standard form matching board design:

The standard construction a length of LL of band L1-BD1₁=300n₁=3600, height is Hb₁=50n₆

Wherein, n₁=12；n₆It is calculated as follows: h₁=h '₁+d₁+ W,

h’₁=50n₆, d₁≥0

Then $n_6\≤\frac{h_1-W}{50}=(500-120-150)/50=4.6,$

n₆For template segments, and it is the integer more than or equal to 2, takes n₆=4, height is Hb₁=50n₆=200.

Wherein, h₁For girder construction unit KL₁Beam side matching board design height, i.e. h₁Slab thickness is deducted equal to beam section height；h’₁For beam side standard construction band L1-BD1 and L1-BD2 height, d₁For non-standard construction tape thickness, W is the width of the fixing selected template of construction band, and the size of standard construction band L1-BD2 is equivalently-sized with standard construction band L1-BD1's.

At "T"-shaped girder construction unit KL₁Bottom girder plate at standard construction band L1-BD3 is set, and determine size:

The standard construction a length of LL of band L1-BD3₃=300n₁=3600, width is Hb₃=C₃+C₄=250, wherein, C₃For transversal lineTo girder construction unit KL₁The fore-and-aft distance of outer side edges.

3rd step, between standard construction band L1-BD1 and fixing construction band B1-GD1, non-standard construction band L1-FD1 is set, between standard construction band L1-BD2 and fixing construction band B2-GD1, non-standard construction band L1-FD2 is set, and the matching board carrying out non-standard template designs, non-standard construction band L1-FD1's and non-standard construction band L1-FD2 is equivalently-sized:

Length FL₁=300n₁=3600, width Fb₁=I=55, thickness F d₁=h₁-50n₆-W=30；

4th step, determines position and the size of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

Girder construction unit KL₁Beam side be respectively arranged with three pieces of nonstandard gusset plates, the planar dimension of every piece of nonstandard gusset plate is by identified below:

For nonstandard gusset plate J_1-5Planar dimension be: length a=L₄=150, width b=C₃+C₄=250；

For nonstandard gusset plate J_1-9Planar dimension be: length a=L₄=150, width b=h₁=500-120=380；

For nonstandard gusset plate J_1-10Planar dimension be: length a=L₄=150, width b=h₁=500-120=380；

For nonstandard gusset plate J_2-7Planar dimension be: length a=L_4a=250, width b=C₃+C₄=250；

For nonstandard gusset plate J_2-13Planar dimension be: length a=L_4a=250, width b=h₁=380；

For nonstandard gusset plate J_2-14Planar dimension be: length a=L_4a=250, width b=h₁=380.

Present invention additionally comprises post structure unit Z₁、Z₂、Z₃And Z₄Carry out the matching board design of building template, post structure unit Z₂、Z₃And Z₄Carry out matching board design procedure and the post structure unit Z of building template₁The matching board design procedure carrying out building template is identical, wherein, and rod structure unit Z₁Respectively with girder construction unit KL₁、KL₄、KL₅And KL₆Connect.

Rod structure unit matching board design Module Division:

(1) nonstandard gusset plate (having 24 pieces of nonstandard gusset plates)；(2) on-gauge plate module (index zone four).

Matching board basic requirements of design:

(1) smallest cross-sectional dimensional requirement: non-standard template (containing nonstandard gusset plate, non-standard construction band) minimum planes size and smallest cross-sectional size are all not less than the rib height I of gang form.

(2) modulus requires: what fixing construction band and standard construction band length direction size must meet 300mm matching board design basic module measures requirement, and what width must meet 50mm matching board design basic module measures requirement.

(3) status requirement: nonstandard gusset plate is arranged at the nonstandard node in upper end of rod structure unit, the construction band of all standards below the nonstandard node of rod structure unit.

(4) choice requirement: nonstandard template is selected 55mm thickness deal board to make by this patent suggestion.

If Figure 21 is to shown in 27, post structure unit Z₁Carry out the matching board of building template and be designed with following steps:

Step one: determine standard construction band Z1-BD₁、Z1-BD₂、Z1-BD₃And Z1-BD₄Planar dimension, column criterion of going forward side by side template matching board design；

Set rod structure unit Z₁Shaft matching board design height be H₁, it is set in rod structure unit Z₁Nonstandard node J₁Place girder construction unit KL₁Beam side matching board design height be h₁, girder construction unit KL₄Beam side matching board design height be h₄, girder construction unit KL₅Beam side matching board design height be h₅, girder construction unit KL₆Beam side matching board design height be h₅, rod structure unit Z₁The matching board design height of shaft standard construction band is H₁', wherein, H₁Slab thickness, h is deducted for story height₁,h₄,h₅,h₆The depth of section being respectively beam deducts floor plates thickness；

H₁=3300-120=3180, H '₁=300n₇, h₁=500-120=380, h₄=700-120=580,

h₅=500-120=380, h₆=450-120=330

$n_7\≤\frac{H_1-(h_1,h_4,h_5,h_6)\max -I}{300}=(3180-580-55)/300=8.5,$ n₇For template segments, take the maximum integer more than 1, then n₇Take 8,

Work as n₇When=8,

Standard construction band Z1-BD₁Planar dimension is: width is A₁+A₂=500, height is 300n₇=2400；

Standard construction band Z1-BD₂Planar dimension is: width is B₁+B₂=700, height is 300n₇=2400；

Standard construction band Z1-BD₃Planar dimension is: width is A₁+A₂=500, height is 300n₇=2400；

Standard construction band Z1-BD₄Planar dimension is: width is B₁+B₂=700, height is 300n₇=2400；

Wherein, A₁2. rod structure unit Z is arrived for longitudinal axis₁The lateral separation of outer side edges one, B₁For transversal lineTo rod structure unit Z₁The fore-and-aft distance of outer side edges two.

Step 2, determines the planar dimension of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

Determine at nonstandard node J₁Locating the planar dimension of 8 pieces of nonstandard gusset plates in 24 pieces of nonstandard gusset plates, the planar dimension of remaining 16 pieces of nonstandard gusset plate designs at the matching board of plate structure unit and determines in the matching board design of girder construction unit；

(1) nonstandard gusset plate J_1-17Planar dimension is:

Width a=C₃+C₄=250,

Highly b=t₁-I=H₁-H’₁-h₁-I=3180-300 × 8-380-55=345；

(2) nonstandard gusset plate J_1-18Planar dimension is:

Width a=C₁+C₂=300,

Highly b=t₄-I=H₁-H’₁-h₄-I=3180-300 × 8-580-55=145；

(3) nonstandard gusset plate J_1-19Planar dimension is:

Width a=C₁₁+C₁₂=200,

Highly b=t₆-I=H₁-H’₁-h₆-I=3180-300 × 8-330-55=395；

(4) nonstandard gusset plate J_1-20Planar dimension is:

Width a=C₉+C₁₀=200,

Highly b=t₅-I=H₁-H’₁-h₅-I=3180-300 × 8-380-55=345；

(5) the nonstandard gusset plate J of L-shaped structure_1-21Planar dimension is:

Length of side a=A₂-C₂+ I=250-150+55=155,

Side length b=B₂-C₄+ I=350-125+55=280,

Highly h=H₁-H’₁-I=3180-300 × 8-55=725；

(6) the nonstandard gusset plate J of L-shaped structure_1-22Planar dimension is:

Length of side a=A₁-C₁+ I=250-150+55=155,

Side length b=B₂-C₁₂+ I=350-100+55=305,

Highly h=H₁-H’₁-I=3180-300 × 8-55=725；

(7) the nonstandard gusset plate J of L-shaped structure_1-23Planar dimension is:

Length of side a=A₁-C₁+ I=250-150+55=155,

Side length b=B₁-C₁₁+ I=350-100+55=305,

Highly h=H₁-H’₁-I=3180-300 × 8-55=725；

(8) the nonstandard gusset plate J of L-shaped structure_1-24Planar dimension is:

Length of side a=A₂-C₁₀+ I=250-100+55=205,

Side length b=B₁-C₃+ I=350-125+55=280,

Highly h=H₁-H’₁-I=3180-300 × 8-55=725；

Wherein t₁、t₄、t₅And t₆For distribution residual value, C₁2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of outer side edges, C₁₁、C₁₂It is respectively transversal lineTo girder construction unit KL₆The fore-and-aft distance of side, C₉、C₁₀It is respectively longitudinal axis and 2. arrives girder construction unit KL₅The lateral separation of side.

24 pieces of nonstandard gusset plates of configuration as above can be respectively combined into eight pieces of non-standards according to the relatedness of link block, to reduce the non-target loose mail quantity at nonstandard node, the most nonstandard gusset plate J_1-1、J_1-10、J_1-21And J_1-11, nonstandard gusset plate J_1-2、J_1-12、J_1-13And J_1-22, nonstandard gusset plate J_1-3、J_1-14、J_1-15And J_1-23, nonstandard gusset plate J_1-4、J_1-9、J_1-16And J_1-24It is respectively combined into four pieces of non-standards；Nonstandard gusset plate J_1-5And J_1-17, nonstandard gusset plate J_1-6And J_1-18, nonstandard gusset plate J_1-7And J_1-19, nonstandard gusset plate J_1-8And J_1-20It is respectively combined into other four pieces of non-standards.The mode that above-mentioned nonstandard gusset plate is combined into non-standard according to the relatedness of link block is applicable to various parameter, practical.

Embodiment two

As shown in figure 28, the plate structure unit of the present embodiment is to be connected with girder construction unit, and the corner of plate structure unit does not has rod structure unit.The building template matching board method for designing of this embodiment plate structure unit to there being Liang Wuzhu is identical with the building template matching board method for designing of plate structure unit in embodiment one, when calculating each member planar size, the conditional parameter of following input is carried out special setting:

A₁=A₇=C₁, A₂=A₈=C₂, A₃=A₅=C₅, A₄=A₆=C₆；

B₁=B₃=C₃, B₂=B₄=C₄, B₅=B₇=C₇, B₆=B₈=C₈。

This embodiment need not post structure unit and carries out building template matching board design.

Embodiment three

As shown in figure 29, the plate structure unit of the present embodiment is to be connected with rod structure unit, and four limits of plate structure unit do not have girder construction unit.This embodiment is identical with the building template matching board method for designing of plate structure unit in embodiment one to the building template matching board method for designing of the plate structure unit without Liang Youzhu, when calculating each member planar size, the conditional parameter of following input is carried out special setting:

C₁=C₂=C₃=C₄=C₅=C₆=C₇=C₈=0.

Meanwhile, internal corner formwork the building template model of fixing construction band is changed into plane template.This embodiment need not carry out girder construction unit building template matching board design.

Embodiment four

As shown in figure 30, the present embodiment is that the plate structure unit to circular columns rectangular beam carries out building template matching board design, and its building template matching board method for designing is identical with the building template matching board method for designing of plate structure unit in embodiment one.Need to do techniques below process work when calculating:

(1) circular columns is transformed to square column:

The external square post tangent with circular columns only need to be substituted circular columns by this step.

(2) planar dimension to nonstandard gusset plate is repaired perfect:

The nonstandard gusset plate being designed after calculating according to square column is a linear plane geometry body, now, then square column of artificially dismantling, and substitute back circular columns, space polishing between nonstandard gusset plate and each circular columns i.e. be can get the nonstandard gusset plate of a band arc surface, as shown in figure 25.

Embodiment five

If Figure 31 is to shown in 33, the present embodiment is that flooring shear wall structure unit is carried out building template matching board design, its building template matching board method for designing is roughly the same with the building template matching board method for designing of embodiment one center sill structure unit, can shear wall structure be processed as Special Beam structure.Non-standard template during its vertical matching board is all concentrated at the nonstandard node at wall two ends, horizontal non-standard template is provided entirely between fixing construction band and standard construction band, and the most discrepant with girder construction unit matching board method for designing is not have standard construction band at the bottom of beam (standard construction band L1-BD3) and nonstandard gusset plate 5 (nonstandard gusset plate J_1-5), other each component position is set and computational methods are identical, simply matching board scope of design varies in size.

Embodiment six

The present embodiment the difference is that only with embodiment one: in the 4th step determines the step of standard construction area of final scope, distributes residual value D₁、D₂Use difference distribution method: set x=0, y=0,

Then i₁=x=0, i₂=D₁-x=D₁；i₃=y=0, i₄=D₂-y=D₂。

Calculate i respectively₁、i₂、i₃、i₄Value size, the boundary line, the left side that can try to achieve four final range criterion construction areas is N₁, boundary line, the right be N₂, following boundary line be N₃It is N with upper border line₄, this four edges boundary line the closed area surrounded is final range criterion construction area.

The computational methods of other step of the present embodiment are all consistent with embodiment one.

Above-described embodiment is the present invention preferably embodiment; but embodiments of the present invention are also not restricted to the described embodiments; the change made under other any spirit without departing from the present invention and principle, modify, substitute, combine, simplify; all should be the substitute mode of equivalence, within being included in protection scope of the present invention.

Claims (10)

1. the matching board method for designing of a Combined type building template system, it is characterised in that: the construction area that plate structure unit carries out building template divides, then according to ready-portioned construction area carries out matching board design respectively；Wherein, the construction area division that plate structure unit carries out building template refers to:

First, the construction area of plate structure unit is divided into standard construction area, non-standard construction area, fixing construction band and nonstandard node and nonstandard gusset plate；

Then, it is determined that fixing construction band, nonstandard node, nonstandard gusset plate, standard construction area and the position of non-standard construction area and specification；

Finally, by being mutually shifted of standard construction area and non-standard construction area, the concentration split of non-standard construction area is formed non-standard construction area A, non-standard construction area A is further divided into non-standard construction band and standard construction band, it is achieved the maximization of standard construction area can be carried out；

Described standard construction area refers to require to carry out along two directions in length and breadth in construction form erecting system the region of standard matching board construction according to modular system；Described non-standard construction area refers to require to carry out according to modular system in construction form erecting system the region of standard matching board construction；Described fixing construction band refers to that some in construction form erecting system meets modular system and require and the banding standard construction area of fixed configurations a certain specification template；Described nonstandard node refers to the intersection in construction form erecting system between plate structure unit, girder construction unit, rod structure unit and wall construction unit；Described nonstandard gusset plate refers to the connecting plate being arranged between plate structure unit, rod structure unit and girder construction unit at nonstandard node；Described non-standard construction band refers to require to carry out according to modular system in construction form erecting system the strip region of standard matching board construction；Described standard construction band refers to can require to carry out along its length in construction form erecting system the strip region of standard matching board construction according to modular system.

The matching board method for designing of Combined type building template system the most according to claim 1, it is characterised in that: described determine that fixing construction band, nonstandard node, nonstandard gusset plate, standard construction area and the position of non-standard construction area and specification and realization can carry out the maximization of standard construction area and comprise the following steps:

The first step, by plate structure unit corner respectively with rod structure unit Z₁、Z₂、Z₃And Z₄Connect, plate structure unit four limit respectively with girder construction unit KL₁、KL₂、KL₃And KL₄Connect；Determine nonstandard node J₁、J₂、J₃And J₄And nonstandard gusset plate J_1-1、J_2-2、J_3-3And J_4-4Position；Wherein, nonstandard node J₁、J₂、J₃And J₄It is respectively rod structure unit Z₁With girder construction unit KL₁Intersection, rod structure unit Z₂With girder construction unit KL₂Intersection, rod structure unit Z₃With girder construction unit KL₃Intersection and rod structure unit Z₄With girder construction unit KL₄Intersection；

Second step, determines nonstandard gusset plate minimum planes size；

3rd step, determines the standard construction area of maximum magnitude；

4th step, cuts optimization to the standard construction area of maximum magnitude in the 3rd step, determines the standard construction area of final scope；

5th step, determines the final planar dimension of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

6th step, determines the scope of fixing construction band；

7th step, determines the scope of non-standard construction area；

8th step, is mutually shifted standard construction area and non-standard construction area, and the concentration split of non-standard construction area is formed non-standard construction area A；

9th step, determines non-standard construction band and the planar dimension of standard construction band in the range of non-standard construction area A.

The matching board method for designing of Combined type building template system the most according to claim 2, it is characterised in that: in second step, determine that nonstandard gusset plate minimum planes size refers to:

Rod structure unit Z is set₁And Z₄And Z₂And Z₃Location line be longitudinal axis 2. and longitudinal axis 3., rod structure unit Z is set₁And Z₂And Z₃And Z₄Location line be transversal lineAnd transversal line

For nonstandard gusset plate J_1-1: L₁=A₂-C₂, L₂=B₂-C₄,

L_3min=[W-(B₂-C₄), I]_max, L_4min=[W-(A₂-C₂), I]_max；

By L₁、L₂、L_3minAnd L_4minSize then obtain nonstandard gusset plate J_1-1Minimum planes size；

Wherein, L₁、L₂It is respectively rod structure unit Z₁Protrude into nonstandard gusset plate J_1-1Interior lateral length and longitudinal length, L_3min、L_4minIt is respectively prominent rod structure unit Z₁Nonstandard gusset plate J_1-1Minimum longitudinal length and minimum lateral length；A₂2. rod structure unit Z is arrived for longitudinal axis₁The lateral separation of inner side edge one, B₂For transversal lineTo rod structure unit Z₁The fore-and-aft distance of inner side edge two, C₂2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of inner side edge, C₄For transversal lineTo girder construction unit KL₁The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high；

For nonstandard gusset plate J_2-2: L_1a=A₃-C₅, L_2a=B₄-C₄,

L_3amin=[W-(B₄-C₄), I]_max, L_4amin=[W-(A₃-C₅), I]_max；

By L_1a、L_2a、L_3aminAnd L_4aminSize then obtain nonstandard gusset plate J_2-2Minimum planes size；

Wherein, L_1a、L_2aIt is respectively rod structure unit Z₂Protrude into nonstandard gusset plate J_2-2Interior lateral length and longitudinal length, L_3amin、L_4aminIt is respectively prominent rod structure unit Z₂Nonstandard gusset plate J_2-2Minimum longitudinal length and minimum lateral length；A₃3. rod structure unit Z is arrived for longitudinal axis₂The lateral separation of inner side edge one, B₄For transversal lineTo rod structure unit Z₂The fore-and-aft distance of inner side edge two, C₅3. girder construction unit KL is arrived for longitudinal axis₂The lateral separation of inner side edge；C₄For transversal lineTo girder construction unit KL₁The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high；

For nonstandard gusset plate J_3-3: L_1b=A₅-C₅, L_2b=B₅-C₇,

L_3bmin=[W-(B₅-C₇), I]_max, L_4bmin=[W-(A₅-C₅), I]_max；

By L_1b、L_2b、L_3bminAnd L_4bminSize then obtain nonstandard gusset plate J_3-3Minimum planes size；

Wherein, L_1b、L_2bIt is respectively rod structure unit Z₃Protrude into nonstandard gusset plate J_3-3Interior lateral length and longitudinal length, L_3bmin、L_4bminIt is respectively prominent rod structure unit Z₃Nonstandard gusset plate J_3-3Minimum longitudinal length and minimum lateral length；A₅3. rod structure unit Z is arrived for longitudinal axis₃The lateral separation of inner side edge one, B₅For transversal lineTo rod structure unit Z₃The fore-and-aft distance of inner side edge two, C₅3. girder construction unit KL is arrived for longitudinal axis₂The lateral separation of inner side edge；C₇For transversal lineTo girder construction unit KL₃The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high；

For nonstandard gusset plate J_4-4: L_1c=A₈-C₂, L_2c=B₇-C₇,

L_3cmin=[W-(B₇-C₇), I]_max, L_4cmin=[W-(A₈-C₂), I]_max；

By L_1c、L_2c、L_3cminAnd L_4cminSize then obtain nonstandard gusset plate J_4-4Minimum planes size；

Wherein, L_1c、L_2cIt is respectively rod structure unit Z₄Protrude into nonstandard gusset plate J_4-4Interior lateral length and longitudinal length, L_3cmin、L_4cminIt is respectively prominent rod structure unit Z₄Nonstandard gusset plate J_4-4Minimum longitudinal length and minimum lateral length；A₈2. rod structure unit Z is arrived for longitudinal axis₄The lateral separation of inner side edge one, B₇For transversal lineTo rod structure unit Z₄The fore-and-aft distance of inner side edge two, C₂2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of inner side edge, C₇For transversal lineTo girder construction unit KL₃The fore-and-aft distance of inner side edge；W is the width of fixing construction band template, and I is that the plate face rib of selected gang form is high.

The matching board method for designing of Combined type building template system the most according to claim 3, it is characterized in that: in the third step, determine the boundary line, the left side of standard construction area, boundary line, the right, upper border line and following boundary line by gusset plate minimum planes size nonstandard in second step；

Determine that boundary line, the left side comprises the following steps with boundary line, the right:

(1) arrange longitudinal axis 2. with longitudinal axis centrage P 3.；

(2) this centrage P to nonstandard gusset plate J is calculated respectively_1-1With nonstandard gusset plate J_4-4Distance S near centrage P edge₁And S_1a, calculate centrage P to nonstandard gusset plate J respectively_2-2With nonstandard gusset plate J_3-3Distance S near centrage P edge₂And S_2aWherein: $S_1=\frac{A}{2}-A_2-L_{4\min },S_{1a}=\frac{A}{2}-A_8-L_{4cmin},S_2=\frac{A}{2}-$ $A_3-L_{4amin};S_{2a}=\frac{A}{2}-A_5-L_{4bmin},$ A is rod structure unit Z₁And Z₂Or Z₃And Z₄Orientation axis distance；

(3) S is compared₁And S_1aValue size, take distance boundary line M, the left side as maximum magnitude standard construction area of minima₁To the distance of centrage P, determine boundary line M, the left side₁Position；Relatively S₂And S_2aValue size, take distance boundary line M, the right as maximum magnitude standard construction area of minima₂To the distance of centrage P, determine boundary line M, the right₂Position；

Determine that upper border line comprises the following steps with following boundary line:

(1) longitudinal axis is setAnd longitudinal axisCentrage Q；

(2) this centrage Q to nonstandard gusset plate J is calculated respectively_1-1With nonstandard gusset plate J_2-2Distance S near centrage Q edge₃And S_3a, calculate centrage Q to nonstandard gusset plate J respectively_3-3With nonstandard gusset plate J_4-4Distance S near centrage Q edge₄And S_4a, wherein: $S_3=\frac{B}{2}-B_4-L_{3a\min },S_{3a}=\frac{B}{2}-B_2-L_{3\min },$ $S_4=\frac{B}{2}-B_5-L_{3b\min },S_{4a}=\frac{B}{2}-B_7-L_{3c\min },$ B is rod structure unit Z₁And Z₄Or Z₃And Z₂Orientation axis distance；

(3) S is compared₃And S_3aValue size, take the distance following boundary line M as maximum magnitude standard construction area of minima₃To the distance of centrage Q, determine following boundary line M₃Position；Relatively S₄And S_4aValue size, take distance upper border line M as maximum magnitude standard construction area of minima₄To the distance of centrage Q, determine upper border line M₄Position；

Boundary line M, the described left side₁, boundary line M, the right₂, following boundary line M₃With upper border line M₄The closed area that four edges line is constituted is the standard construction area of maximum magnitude.

The matching board method for designing of Combined type building template system the most according to claim 4, it is characterised in that: in the 4th step, determine that the standard construction area of final scope comprises the following steps:

I. setting a length of a in standard construction area of final scope, width is b, a length of a ' in standard construction area of maximum magnitude in the 3rd step, and width is b ',

Then a '=(S₁,S_1a)_min+(S₂,S_2a)_min, b '=(S₃,S_3a)_min+(S₄,S_4a)_min；

II. set a=300n₁, b=300n₂, wherein, n₁、n₂For template segments, being the integer more than or equal to 1,300 is standard construction area matching board basic module；Have according to the space geometry relation of maximum magnitude standard construction area with final range criterion construction area:

A '=a+D₁, b '=b+D₂, wherein D₁、D₂For distributing residual value, by D₁>=0, D₂>=0, and a ' and b ' substitution can be obtained following equation:

$n_1\≤\frac{1}{300}\[{(S_1,S_{1a})}_{min}+{(S_2,S_{2a})}_{min})\],$

$n_2\≤\frac{1}{300}\[{(S_3,S_{3a})}_{\min }+{(S_4,S_{4a})}_{min})\],$

Work as n₁, n₂When all taking max-int, then

D₁=a '-a=(S₁,S_1a)_min+(S₂,S_2a)_min-300n₁；

D₂=b '-b=(S₃,S_3a)_min+(S₄,S_4a)min-300n₂；

Now, D₁、D₂Space interpolation for maximum magnitude standard construction area Yu final range criterion construction area；

III. set the boundary line, the left side of final range criterion construction area as N₁, boundary line, the right is N₂, following boundary line is N₃, upper border line is N₄, and by N₁Line and M₁Distance difference between line is denoted as i₁, N₂Line and M₂Distance difference between line is denoted as i₂, N₃Line and M₃Distance difference between line is denoted as i₃, N₄Line and M₄Distance difference between line is denoted as i₄；

To distribution residual value D₁、D₂Use equilibrium assignment method or difference distribution method；

Wherein, equilibrium assignment method is:

A. D is worked as₁Or D₂During for even number value:

B. D is worked as₁Or D₂During for odd number value: $i_1=\frac{D_1+5}{2},i_2=\frac{D_1-5}{2};i_3=\frac{D_2+5}{2},i_4=\frac{D_2-5}{2};$

Difference distribution method is:

i₁=x, i₂=D₁-x；i₃=y, i₄=D₂-y；Wherein: 0≤x≤D₁；0≤y≤D₂, x and y all rounds numerical value；

I is calculated respectively according to above-mentioned formula₁、i₂、i₃、i₄Value size, the boundary line, the left side that can try to achieve four final range criterion construction areas is N₁, boundary line, the right be N₂, following boundary line be N₃It is N with upper border line₄, this four edges boundary line the closed area surrounded is final range criterion construction area.

The matching board method for designing of Combined type building template system the most according to claim 5, it is characterized in that: the 5th step, the described final planar dimension of nonstandard gusset plate is nonstandard gusset plate minimum planes size, the boundary line of maximum magnitude standard construction area and the difference of boundary line, final range criterion construction area and the summation of nonstandard gusset plate deviation value；

Nonstandard gusset plate J_1-1Final planar dimension be: L₁=A₂-C₂, L₂=B₂-C₄,

L₃=L_3min+i₃+[S_3a-(S₃,S_3a)_min], L₄=L_4min+i₁+[S₁-(S₁,S_1a)_min]；

Wherein, L₃、L₄It is respectively prominent rod structure unit Z₁Nonstandard gusset plate J_1-1Longitudinal length and lateral length；

Nonstandard gusset plate J_2-2Final planar dimension be: L_1a=A₃-C₅, L_2a=B₄-C₄,

L_3a=L_3amin+i₃+[S₃-(S₃,S_3a)_min], L_4a=L_4amin+i₂+[S₂-(S₂,S_2a)_min]；

Wherein, L_3a、L_4aIt is respectively prominent rod structure unit Z₂Nonstandard gusset plate J_2-2Longitudinal length and lateral length；

Nonstandard gusset plate J_3-3Final planar dimension be: L_1b=A₅-C₅, L_2b=B₅-C₇,

L_3b=L_3bmin+i₄+[S₄-(S₄,S_4a)_min], L_4b=L_4bmin+i₂+[S_2a-(S_2a,S_2a)_min]；

Wherein, L_3b、L_4bIt is respectively prominent rod structure unit Z₃Nonstandard gusset plate J_3-3Longitudinal length and lateral length；

Nonstandard gusset plate J_4-4Final planar dimension be: L_1c=A₈-C₂, L_2c=B₇-C₇,

L_3c=L_3cmin+i₄+[S_4a-(S₄,S_4a)_min], L_4c=L_4cmin+i₁+[S_1a-(S₁,S_1a)_min]；

Wherein, L_3c、L_4cIt is respectively prominent rod structure unit Z₄Nonstandard gusset plate J_4-4Longitudinal length and lateral length.

The matching board method for designing of Combined type building template system the most according to claim 6, it is characterized in that: in the 6th step, fixing construction band is arranged on plate structure unit and the corner of girder construction unit, determine the boundary of works area of fixing construction band, and use the internal corner formwork of length of side W × length of side W × rib height I to carry out matching board design；

Fixing construction band GD1 is in the range of 300n₁× W,

Fixing construction band GD2 is in the range of 300n₂× W,

Fixing construction band GD3 is in the range of 300n₁× W,

Fixing construction band GD4 is in the range of 300n₂×W；

Wherein, n₁、n₂For template segments, it is the integer more than or equal to 1；

In 7th step, the scope of non-standard construction area refers to that the scope beyond plate structure unit internal standard construction area, nonstandard gusset plate and the fixing space constructed occupied by band is the scope of non-standard construction area；

Non-standard construction area 1: length a₁=300n₁；Width b₁=L₂+L₃-W,

Non-standard construction area 2: length a₂=300n₂；Width b₂=L_1a+L_4a-W,

Non-standard construction area 3: length a₃=300n₁；Width b₃=L_2b+L_3b-W,

Non-standard construction area 4: length a₄=300n₂；Width b₄=L₁+L₄-W,

Wherein, n₁、n₂For template segments, it is the integer more than or equal to 1.

The matching board method for designing of Combined type building template system the most according to claim 7, it is characterized in that: in the 8th step, standard construction area and non-standard construction area are mutually shifted, split is concentrated in non-standard construction area 1 and non-standard construction area 3, obtain non-standard construction area A, non-standard construction area A in the range of length a₀=300n₁；Width b₀=L₂+L₃+L_2b+L_3b-2W；

In 9th step, in the range of non-standard construction area, determine that the planar dimension of non-standard construction band and standard construction band refers to:

Width b as non-standard construction area A₀During ＜ 100mm, the planar dimension of non-standard construction band FD1 is: length a '₁=300n₁, width b '₁=b₀, the planar dimension of standard construction band BD1 is 0；

Width b as non-standard construction area A₀>=100mm, the planar dimension of non-standard construction band FD1 is: length a '₁=300n₁, width b '₁=b₀-50n_3,Wherein:(n₃Take the maximum integer more than or equal to 2), the planar dimension of standard construction band BD1 is: length a '₂=300n₁, width b '₂=50n₃；

Width b when non-standard construction area 4₄＜ 100mm, the planar dimension of non-standard construction band FD2 is: length a '₃=300n₂, width b '₃=b₄, the planar dimension of standard construction band BD2 is 0；

Width b when non-standard construction area 4₄>=100mm, the planar dimension of non-standard construction band FD2 is: length a '₃=300n₂, width b '₃=b₄-50n₄, wherein:(n₄Take the maximum integer more than or equal to 2), the planar dimension of standard construction band BD2 is: length a '₄=300n₂, width b '₄=50n₄；

Width b when non-standard construction area 2₂＜ 100mm, the planar dimension of non-standard construction band FD3 is: a '₅=300n₂, b '₅=b₂, the planar dimension of standard construction band BD3 is 0；

Width b when non-standard construction area 2₂>=100mm, the planar dimension of non-standard construction band FD3 is: a '₅=300n₂, b '₅₌=b₂-50n₅, wherein:n₅Taking the maximum integer more than or equal to 2, the planar dimension of standard construction band BD3 is: length a '₆=300n₂, width b '₆=50n₅。

The matching board method for designing of Combined type building template system the most according to claim 8, it is characterised in that: also include girder construction unit KL₁、KL₂、KL₃And KL₄Carry out the matching board design of building template, to girder construction unit KL₂、KL₃And KL₄Carry out the matching board design procedure of building template and to girder construction unit KL₁The matching board design procedure carrying out building template is identical, wherein, to girder construction unit KL₁The matching board design carrying out building template comprises the following steps:

The first step, at "T"-shaped girder construction unit KL₁Lateral surface and the sidewall of two plate structure unit between be respectively provided with fixing construction band B1-GD1 and fixing construction band B2-GD1, fixing construction band B1-GD1 and the fixing band B2-GD1 that constructs and be oppositely arranged on "T"-shaped girder construction unit KL respectively₁Both sides, then carry out the matching board design of other template；

Second step, at "T"-shaped girder construction unit KL₁Both sides arrange standard construction band L1-BD1 and standard construction band L1-BD2, and determine size carry out simultaneously standard form matching board design:

The standard construction a length of LL of band L1-BD1₁=300n₁, height is Hb₁=50n₆, wherein, n₁For the integer more than or equal to 1, n₆For the integer more than or equal to 2；

n₆It is calculated as follows: h₁=h '₁+d₁+ W,

h’₁=50_n6, d₁≥0

Then $n_6\≤\frac{h_1-W}{50},$

Work as n₆It it is the template segments of standard construction band L1-BD1 height when taking maximum positive integer；

Wherein, h₁For girder construction unit KL₁Beam side matching board design height, i.e. h₁Slab thickness is deducted equal to beam section height；h’₁For beam side standard construction band L1-BD1 and L1-BD2 height, d₁For non-standard construction tape thickness；

The size of standard construction band L1-BD2 is equivalently-sized with standard construction band L1-BD1's；

At "T"-shaped girder construction unit KL₁Bottom girder plate at standard construction band L1-BD3 is set, and determine size:

The standard construction a length of LL of band L1-BD3₃=300n₁, width is Hb₃=C₃+C₄, wherein, C₃For transversal lineTo girder construction unit KL₁The fore-and-aft distance of outer side edges；

3rd step, between standard construction band L1-BD1 and fixing construction band B1-GD1, non-standard construction band L1-FD1 is set, between standard construction band L1-BD2 and fixing construction band B2-GD1, non-standard construction band L1-FD2 is set, and carry out the matching board design of non-standard template, non-standard construction band L1-FD1 and nonstandard construction strip L1-FD2 equivalently-sized:

Length FL₁=300n₁, width Fb₁=I, thickness F d₁=h₁-50n₆-W；

4th step, determines position and the size of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

Girder construction unit KL₁Beam two ends be respectively arranged with three pieces of nonstandard gusset plates, the planar dimension of every piece of nonstandard gusset plate is by identified below:

For nonstandard gusset plate J_1-5Planar dimension be: length a=L₄, width b=C₃+C₄；

For nonstandard gusset plate J_1-9Planar dimension be: length a=L₄, width b=h₁；

For nonstandard gusset plate J_1-10Planar dimension be: length a=L₄, width b=h₁；

For nonstandard gusset plate J_2-7Planar dimension be: length a=L_4a, width b=C₃+C₄；

For nonstandard gusset plate J_2-13Planar dimension be: length a=L_4a, width b=h₁；

For nonstandard gusset plate J_2-14Planar dimension be: length a=L_4a, width b=h₁。

The matching board method for designing of Combined type building template system the most according to claim 9, it is characterised in that: also include post structure unit Z₁、Z₂、Z₃And Z₄Carry out the matching board design of building template, post structure unit Z₂、Z₃And Z₄Carry out matching board design procedure and the post structure unit Z of building template₁The matching board design procedure carrying out building template is identical, wherein, with post structure unit Z₁The matching board design carrying out building template comprises the following steps:

Step one: determine standard construction band Z1-BD₁、Z1-BD₂、Z1-BD₃And Z1-BD₄Planar dimension, column criterion of going forward side by side template matching board design；Described rod structure unit Z₁Respectively with girder construction unit KL₁、KL₄、KL₅And KL₆Connect；

Set rod structure unit Z₁Shaft construction height be H₁, it is set in rod structure unit Z₁Nonstandard node J₁Place girder construction unit KL₁Beam side matching board design height be h₁, girder construction unit KL₄Beam side matching board design height be h₄, girder construction unit KL₅Beam side matching board design height be h₅, girder construction unit KL₆Beam side matching board design height be h₅, rod structure unit Z₁The height of shaft standard construction band is H₁', wherein, H₁Slab thickness, h is deducted for story height₁,h₄,h₅,h₆The depth of section being respectively beam deducts floor plates thickness；

H₁=(h₁,h₄,h₅,h₆)max+H’₁+ t, wherein t is distribution residual value, t >=I, H '₁=300n₇, n₇For template segments, take the integer more than 1,

Then $n_7\≤\frac{H_1-(h_1,h_4,h_5,h_6)max-I}{300}$

Work as n₇When taking maximum integer,

Standard construction band Z1-BD₁Planar dimension is: width is A₁+A₂, height is 300n₇；

Standard construction band Z1-BD₂Planar dimension is: width is B₁+B₂, height is 300n₇；

Standard construction band Z1-BD₃Planar dimension is: width is A₁+A₂, height is 300n₇；

Standard construction band Z1-BD₄Planar dimension is: width is B₁+B₂, height is 300n₇；

Wherein, A₁2. rod structure unit Z is arrived for longitudinal axis₁The lateral separation of outer side edges one, B₁For transversal lineTo rod structure unit Z₁The fore-and-aft distance of outer side edges two；

Step 2, determines the planar dimension of nonstandard gusset plate, carries out the configuration of nonstandard gusset plate；

Determine at nonstandard node J₁Locating the planar dimension of 8 pieces of nonstandard gusset plates in 24 pieces of nonstandard gusset plates, the planar dimension of remaining 16 pieces of nonstandard gusset plate designs at the matching board of plate structure unit and determines in the matching board design of girder construction unit；

Nonstandard gusset plate J_1-17Planar dimension is: width a=C₃+C₄, highly b=t₁-I=H₁-H’₁-h₁-I；

Nonstandard gusset plate J_1-18Planar dimension is: width a=C₁+C₂, highly b=t₄-I=H₁-H’₁-h₄-I；

Nonstandard gusset plate J_1-19Planar dimension is: width a=C₁₁+C₁₂, highly b=t₆-I=H₁-H’₁-h₆-I；

Nonstandard gusset plate J_1-20Planar dimension is: width a=C₉+C₁₀, highly b=t₅-I=H₁-H’₁-h₅-I；

The nonstandard gusset plate J of L-shaped structure_1-21Planar dimension is: length of side a=A₂-C₂+ I, side length b=B₂-C₄+ I, highly h=H₁-H’₁-I；

The nonstandard gusset plate J of L-shaped structure_1-22Planar dimension is: length of side a=A₁-C₁+ I, side length b=B₂-C₁₂+I；Highly h=H₁-H’₁-I；

The nonstandard gusset plate J of L-shaped structure_1-23Planar dimension is: length of side a=A₁-C₁+ I, side length b=B₁-C₁₁+ I, highly h=H₁-H’₁-I；

The nonstandard gusset plate J of L-shaped structure_1-24Planar dimension is: length of side a=A₂-C₁₀+ I, side length b=B₁-C₃+ I, highly h=H₁-H’₁-I；

Wherein t₁、t₄、t₅And t₆For distribution residual value, C₁2. girder construction unit KL is arrived for longitudinal axis₄The lateral separation of outer side edges, C₁₁、C₁₂It is respectively transversal lineTo girder construction unit KL₆The fore-and-aft distance of side, C₉、C₁₀It is respectively longitudinal axis and 2. arrives girder construction unit KL₅The lateral separation of side；

24 pieces of nonstandard gusset plates of configuration as above can be respectively combined into eight pieces of non-standards according to the relatedness of link block, to reduce the non-target loose mail quantity at nonstandard node, the most nonstandard gusset plate J_1-1、J_1-10、J_1-21And J_1-11, nonstandard gusset plate J_1-2、J_1-12、J_1-13And J_1-22, nonstandard gusset plate J_1-3、J_1-14、J_1-15And J_1-23, nonstandard gusset plate J_1-4、J_1-9、J_1-16And J_1-24It is respectively combined into four pieces of non-standards；Nonstandard gusset plate J_1-5And J_1-17, nonstandard gusset plate J_1-6And J_1-18, nonstandard gusset plate J_1-7And J_1-19, nonstandard gusset plate J_1-8And J_1-20It is respectively combined into other four pieces of non-standards.