CN101824908A - Shear wall large template and shear wall large template system - Google Patents
Shear wall large template and shear wall large template system Download PDFInfo
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- CN101824908A CN101824908A CN 201010157495 CN201010157495A CN101824908A CN 101824908 A CN101824908 A CN 101824908A CN 201010157495 CN201010157495 CN 201010157495 CN 201010157495 A CN201010157495 A CN 201010157495A CN 101824908 A CN101824908 A CN 101824908A
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Abstract
The invention discloses a shear wall large template and a shear wall large template system. The shear wall large template comprises a panel, a plurality of vertical ribs, upper and lower edge ribs and a plurality of transverse ribs, wherein the panel is bamboo plywood; the vertical ribs are distributed along the transversal direction of the large template and fixed outside the panel along the vertical direction of the large template; the upper and lower edge ribs are fixed on the upper and lower edges outside the panel; and the transverse ribs are distributed along the vertical direction of the large template and pressed outside the vertical ribs along the transversal direction of the large template. The shear wall large template system comprises an outer template, an inner template, external corners and internal corners, and the outer and inner templates are the above shear wall large templates. The invention has the advantages of easily-obtained materials and good economical applicability, and can be produced on site.
Description
[technical field]
The present invention relates to the building operations template, relate in particular to a kind of shear wall large template and shear wall large template system.
[background technology]
The engineering that manomelia and full shear force wall reinforcing steel bar concrete structural system are used in construction project design at present is comparatively general, and common employed template system mainly can be divided three classes when building construction: all steel large template system, fastener steel tube small steel templates combined system and steel tube fastener lumps of wood fritter bamboo-wood plywood combined system.
The advantage of all steel large template system: according to drawing of engineering design custom made forms scheme, the batch production manufacturing is produced, assembled on site, and good integrity, the set-up time is short, and the number of turnover is many, and the workman is easy to grasp operating technology, and Surface Quality of Concrete is good after the form removable.
The shortcoming of all steel large form is: the necessary batch production production of template, the nonrecurring cost of making and buying is higher, at present near 600 yuan/square metre.Run into design alteration as engineering, and an engineering is difficult to be directly used in next object of construction production after being used to complete, must goes back to factory and change a social system again.If transportation is added in lease and accessory is about 1.50 yuan/square metre/days in interior daily rate, the construction cost of whole engineering is very high.At least 63 tons/meters and above big large-tonnage tower crane coordinative construction must be installed simultaneously could be used, and rehabilitation expense is higher behind the template deformation.
Because all steel large form advantage is outstanding, be suitable for very much building heavy construction, but because it requires in advance at produce in factory, and then be transported to the job site, need large-tonnage tower crane coordinative construction, service condition is relatively harsher, can only just be applied in the metropolitan preferably zone of execution conditions usually.
[summary of the invention]
The technical problem to be solved in the present invention provides a kind of field fabrication, shear wall large template that economic serviceability is good be convenient to.
The another one technical problem that the present invention will solve provides the good shear wall large template system of a kind of economic serviceability.
In order to solve the problems of the technologies described above, the technical solution used in the present invention is: a kind of shear wall large template, and comprise panel, the perpendicular rib of complex root, go up following rib and complex root cross rib, panel is a bamboo plywood; Perpendicular rib is along the cross direction profiles of large form, vertically is fixed on panels outside along large form; Go up the last lower edge that following rib is fixed on panels outside; Cross rib is along the vertical distribution of large form, along the outside that laterally is pressed in perpendicular rib of large form.
More perfect is that perpendicular rib comprises that the perpendicular rib of angle steel and the lumps of wood erect rib, perpendicular rib of angle steel and the perpendicular rib space of lumps of wood layout, the perpendicular rib of 1 to 3 lumps of wood of layout between the perpendicular rib of 2 adjacent angle steel; Two ends, the large form left and right sides arrange that respectively 1 angle steel erects rib, and the riser of the perpendicular rib of two ends, large form left and right sides angle steel is positioned at the edge of large form.
More perfect is, comprises figure of three pressing plate and HOOK BOLTS, and every cross rib comprises 2 steel pipes of placing side by side; At cross rib and the crossing position of the perpendicular rib of angle steel, comprise the HOOK BOLTS hanging hole on the riser of the perpendicular rib of angle steel; The eave tile of HOOK BOLTS passes hanging hole, and the shaft of HOOK BOLTS passes figure of three pressing plate, HOOK BOLTS nut by the figure of three pressing plate steel pipe of cross rib is fixed on the perpendicular rib of angle steel.
More perfect is, the perpendicular rib of the lumps of wood is fixed on the panel by countersunk head screw, and the head of countersunk head screw is imbedded in the counterbore on the panel, and the threaded portion of countersunk head screw is passed panel and screwed in the lumps of wood; The perpendicular rib of angle steel is fixed on above the panel by countersunk bolt, and the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; Going up following rib is angle steel, is fixed on above the panel by countersunk bolt, and the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; The riser of going up following angle of rib steel is positioned at the edge of large form.
More perfect is, panel is that bamboo plywood comprises at least 2 bamboo plywoods, at least 2 bamboo plywoods are transversely arranged along large form, vertical abutment joint place between 2 bamboo plywoods comprises that 1 angle steel erects rib, the perpendicular rib of the angle steel of seam crossing comprises 2 angle steel arranged side by side, angle steel arranged side by side is arranged in the both sides of seam, and the riser of angle steel is all towards seam; The riser of 2 angle steel arranged side by side links together by a plurality of bolts.
More perfect is to comprise the bamboo plywood connection gasket between the riser of angle steel side by side; Comprise sealing mat in the vertical abutment joint between 2 bamboo plywoods.
More perfect is that the bamboo plywood plate is two-sided overlay film bamboo plywood.
The another one technical scheme that the present invention adopts is: a kind of shear wall large template system, comprise exterior sheathing, inner formword, external corner and inner corner trim, and exterior sheathing and inner formword are above-mentioned shear wall large template.
More perfect is, external corner is an angle steel shape external corner, 2 risers of external corner are connected with the exterior sheathing of 2 right angle intersections, comprise on the edge of every crossing exterior sheathing connecting portion that 1 angle steel erects rib, the perpendicular rib of the angle steel of exterior sheathing is fixed on above the panel by countersunk bolt, the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; The riser of the perpendicular rib of exterior sheathing angle steel is towards the riser of external corner, and the riser of the perpendicular rib of exterior sheathing angle steel and the riser of external corner link together by a plurality of bolts; Inner corner trim is the unfilled corner square tube, 2 opening risers at inner corner trim unfilled corner position are connected with 2 orthogonal inner formwords, comprise on the edge of every orthogonal inner formword connecting portion that 1 angle steel erects rib, the perpendicular rib of inner formword angle steel is fixed on above the panel by countersunk bolt, the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; The riser of the perpendicular rib of inner formword angle steel is towards the riser of inner corner trim, and the riser of the perpendicular rib of angle steel and the riser of inner corner trim link together by a plurality of bolts;
More perfect is, comprises the bar shaped steel plate washer, comprises the bamboo plywood connection gasket between the riser of the perpendicular rib of exterior sheathing angle steel and the riser of external corner, is provided with a plurality of reinforcing ribs between 2 risers of external corner; Comprise the bamboo plywood connection gasket between the riser of the perpendicular rib of inner formword angle steel and the riser of inner corner trim, be provided with a plurality of reinforcing ribs between 2 risers of inner corner trim; Vertical gap between inner corner trim and the inner formword is sealed by the bar shaped steel plate washer.
The invention has the beneficial effects as follows:
1, all member is finished making at the scene: all template systems of the present invention are all finished making at the construction field (site), need not at produce in factory, just can finish design and assembling especially at the scene for the special size that runs in building;
2, the member material therefor is drawn materials conveniently: material therefor of the present invention can or be finished buying nearby in the construction locality, and the some of them material is directly from the job site;
3, economic serviceability is good: compare with all steel large template system, rental charge is saved, and does not need the large-tonnage tower crane, and can repeatedly have enough to meet the need use.
[description of drawings]
The present invention is further detailed explanation below in conjunction with the drawings and specific embodiments.
Fig. 1 is the structural representation of the shear wall large template of the embodiment of the invention.
Fig. 2 is that the A of Fig. 1 is to sectional view.
Fig. 3 is Fig. 2 B place (rib node structure in length and breadth) partial enlarged drawing.
Fig. 4 is that the C of Fig. 3 is to view.
Fig. 5 is embodiment of the invention shear wall large template flitch, angle steel and bamboo plywood syndeton schematic diagram.
Fig. 6 is Fig. 2 E place (two bamboo plywood splicings place) partial enlarged drawing.
Fig. 7 is the structural representation of two bamboo plywood splicings place of embodiment of the invention shear wall large template.
Fig. 8 is the structural representation of two large form splicings place of embodiment of the invention shear wall large template system.
Fig. 9 is that the F of Fig. 8 is to view.
Figure 10 is the structural representation of embodiment of the invention shear wall large template system corner.
Figure 11 is the external corner sectional view.
Figure 12 is the inner corner trim sectional view.
Among Fig. 1 to Figure 12, the 1-bamboo plywood, the 2-angle steel erects rib, and the 201-angle steel erects the rib riser, the 3-lumps of wood erects rib, 4-angle steel limit rib, 5-steel pipe, 6-countersunk bolt (M8 * 30), 7-connecting bolt (M12 * 50), 8-HOOK BOLTS, 9-bamboo plywood connection gasket, 10-sealing mat, 11-immerses oneself in wood screw, 12-" 3 " font pressing plate, 13-external corner, 14-inner corner trim, 15-bar shaped steel plate washer, 16-body of wall, 1301-external corner reinforcing rib, 1302-external corner riser, 1401-inner corner trim reinforcing rib, 1402-inner corner trim riser.
[specific embodiment]
To shear wall large template system embodiment of the present invention shown in Figure 10, large form is made flow process and is at Fig. 1: draw large form layout plan and node full-page proof detail drawing → preparation material → monolithic large form and make and on-site consolidation → installation.
One, present embodiment material therefor:
1, main material is selected for use:
The high-quality bridge that the material bamboo plywood 1 of panel adopts 18 millimeters thickness is with two-sided overlay film bamboo plywood, and specification has two kinds can select for use: 1220 * 2440 * 18,1000 * 2000 * 18.The lumps of wood 3 is selected larch for use, selects straight S4S, and it highly is the 63-65 millimeter that the lumps of wood requires, and width is the 80-85 millimeter, otherwise influence is installed and rigidity.It is ∠ 63 * 40 * 5 that angle steel 2 is selected specification for use, and angle steel is aligned punching in advance, and angle steel limit rib 4 material therefors also are the angle steel identical with the perpendicular rib of angle steel 2.Steel pipe 5 specifications are φ 48 * 3.5, straightening in advance.
Wherein the length of steel pipe, the lumps of wood and angle steel is all selected 6 meters full-lengths for use, can block use according to need.The lumps of wood is that vertical the placement used, and all vertical outward placement of the top rib of angle steel removing template and following rib used.
2, auxiliary material are selected for use:
Through-wall bolt (be the concentric reducer split bolt, diameter at butt end is 30 millimeters), " 3 " font pressing plate, the HOOK BOLTS that diameter is 12 millimeters, M8 * 30 countersunk bolts, the common connecting bolt in M12 * 50, sunk wood screw, thin sponge strip, soft rubber backing plate.
Two, the making of shear wall large template system
1, shear wall bamboo offset plate large template system basic requirements of design
(1) height of large form: select for use according to each shear wall height that constitutes design, wherein exterior sheathing exceeds 300 millimeters than inner formword, outwards overflows to prevent concrete.
(2) width of template: the template width is that the 3-10 according to 300 millimeters of construction modules doubly designs.The template width is less than or equal to 6000 millimeters persons and directly makes a whole plate, shear wall with short piers can be made fixed width according to its length, before template construct, to carry out the design of single form length specification greater than 6000 millimeters width, assemble according to the constitutional diagram scene of design then according to shear wall length.Template is unfavorable for lifting too greatly, is easy to generate distortion during because of lifting.All single-chip templates and the template that splices and combines must be numbered to use and be prevented with wrong.
2, the assembling of monolithic large form:
Being 6000 millimeters with the width of monolithic large form is example, with angle steel 2, the lumps of wood 3, flat head screw 10 and flat head bolt 7 one or more bamboo plywood 1 is connected to become a monolithic large form, and concrete structure as shown in Figure 1.
(1) installation (as shown in Figure 5) of the perpendicular rib 3 of flitch: on bamboo plywood 1, get out earlier counterbore in advance, pass in bamboo plywood 1 lumps of wood with immersing oneself in wood screw 11, the lumps of wood 3 is become the perpendicular rib of flitch by vertically being fixed to bamboo plywood 1 external surface, immerse oneself in the head of wood screw 11 to imbed in the counterbore on the bamboo plywood 1.
(2) installation (as shown in Figure 5) of the perpendicular rib 2 of angle steel: use the drill bit more bigger to get out through hole earlier at bamboo plywood 1 than countersunk bolt 6 diameters, leave counterbore then, with countersunk bolt 6 angle steel is fixed to bamboo plywood 1 external surface and becomes the perpendicular rib 2 of angle steel, the head of countersunk bolt 6 is imbedded counterbore, and the through hole that the threaded portion of countersunk bolt 6 is passed on bamboo plywood 1 and the perpendicular rib 2 of angle steel connects with nut.
(3) arrangement of perpendicular rib of flitch and the perpendicular rib of angle steel: as shown in Figure 5, arrange respectively that at two ends, the monolithic large form left and right sides 1 angle steel erects rib 2, the riser 201 of the perpendicular rib 2 of two ends, monolithic large form left and right sides angle steel is positioned at the edge of large form.As depicted in figs. 1 and 2, perpendicular rib 2 of angle steel and the perpendicular rib 3 of the lumps of wood are arranged the perpendicular rib 3 of 1 to 3 lumps of wood by arranging at interval between the perpendicular rib 2 of 2 adjacent angle steel.The spacing of 2 adjacent perpendicular ribs is 300 millimeters.
(4) installation of angle steel limit rib 4: as shown in Figure 1, for strengthening the intensity of monolithic large form upper and lower opening part, along the top and bottom of bamboo plywood 1 angle steel limit rib 4 is installed laterally, the riser of angle steel limit rib 4 is positioned at the last lower edge of monolithic large form.Specific practice is that angle steel limit rib 4 is fixed on the bamboo plywood 1 by countersunk bolt 6, and the head of countersunk bolt 6 is imbedded in the counterbore on the bamboo plywood 1, and the through hole that the threaded portion of countersunk bolt 6 is passed on bamboo plywood 1 and the angle steel limit rib 4 connects with nut.
(5) installation of cross rib (as Fig. 1, Fig. 2, Fig. 3, shown in Figure 4): every cross rib has 2 steel pipes of placing side by side 5, is fixed on the perpendicular rib 2 of angle steel with the combination of a plurality of figure of three pressing plates 12 with HOOK BOLTS 8.Many cross ribs are along the vertical distribution of large form, along the outside that laterally is pressed in perpendicular rib of large form.The fixing means of cross rib is, erect the position that rib 2 intersects at cross rib and angle steel, 2 diameters are that 48 millimeters scaffolding steel pipe 5 is laterally pressed side by side and put above the perpendicular rib 2 of angle steel; " 3 " font pressing plate 12 is fixing with steel pipe 5; " 3 " bottom of font pressing plate 10 is two arcs; suitable with the periphery of 2 steel pipes; that the eave tile of HOOK BOLTS 8 passes the hanging hole on the angle steel 2; shaft of HOOK BOLTS 8 stretches out from the middle through hole that passes figure of three pressing plate 12 middle parts of 2 steel pipes, and the nut of HOOK BOLTS 8 is fixed on the perpendicular rib 2 of angle steel by the steel pipe 5 of figure of three pressing plate 12 with cross rib.The spacing of adjacent 2 cross ribs is 600 millimeters.
(6) processing of bamboo plywood seam in the monolithic large form:
The panel of the monolithic large form in the present embodiment generally is spliced by the polylith bamboo plywood.Vertical splicing gap processing method for bamboo plywood, first kind (as Fig. 6, shown in Figure 7) installs the perpendicular rib 2 of angle steel respectively side by side in the both sides, slit, the riser of 2 perpendicular ribs 2 of angle steel is all towards seam, between the riser of angle steel 2 arranged side by side, place bamboo plywood connection gasket 9, link together with the riser of bolt 7 again 2 angle steel arranged side by side.The thick sponge strip sealing mat 10 of 1mm can be filled by the place, slit between the bamboo offset plate of two splicings, prevents the junction spillage.
For horizontal gap, can fill the thick thin sponge strip sealing mat 10 of 1mm at the place, slit, prevent spillage.
(7) making of external corner template and internal corner formwork:
As shown in figure 11, external corner 13 is an angle steel shape external corner, is that the rectangular steel plate with 3 millimeters thick is bent into right angle type at centre joint place.The centre of vertical plates on both sides is drilled with a plurality of longitudinal holes, and pitch-row is spaced apart 300 millimeters.Between 2 risers 1302 of external corner, be provided with a plurality of leg-of-mutton reinforcing ribs 1301, the vertical plates on both sides 1302 vertical welding of reinforcing rib 1301 and external corner 13, a little triangle has been excised in the angle position of triangle reinforcing rib, is used to eliminate the stress influence that produces because of expanding with heat and contract with cold.
As shown in figure 12, inner corner trim 14 is the unfilled corner square tube, is the rectangular steel member made from the steel plate of 4 millimeters thick.Have through hole on the vertical plates on both sides 1402 of inner corner trim 15, pitch-row is 300 millimeters up and down.Be provided with a plurality of reinforcing ribs 1401 between 2 risers of inner corner trim 14, the reinforcing rib spacing is 300 millimeters up and down, has a diameter at the center of each reinforcing rib 1401 and be 20 millimeters circular hole, to make the usefulness of dismounting.The same with external corner, at little triangle of the angle position of reinforcing rib 1401 excision, be used to eliminate the stress influence that produces because of expanding with heat and contract with cold.
3, the connection assembly unit of two monolithic large forms:
If required template width surpasses 6000 millimeters, use just need link together two or polylith monolithic large form.Concrete assembling method such as Fig. 8, shown in Figure 9, the perpendicular rib 2 of angle steel that is positioned at both sides of the edge on two monolithic large forms is drilled with the hole of 14 millimeters of diameters in advance, 18 is thick on pad between the perpendicular rib 2 of the angle steel of two monolithic large forms, wide is 60 rectangular bamboo plywood backing plate 9, and the relatively position fluting or the perforate of HOOK BOLTS 8 and connecting bolt 7 on backing plate 9, to hold eave tile and bolt, the sponge plate or the rubber tile that add 3 millimeters thick below bamboo plywood backing plate 9 prevent spillage, use plain bolt 7 shimmings of M12 * 50 that the perpendicular rib 2 of the angle steel on both sides is coupled together then, make two single-chip templates be connected to become a large overall template.
4, the installation of shear wall large template system:
Shear wall large template system comprises exterior sheathing, inner formword, external corner and inner corner trim.
(1) installation of inner and outer template: with the body of wall width inner formword and exterior sheathing are set during installation, on panel, are reserved with the through-wall bolt hole, exterior sheathing is connected with inner formword with split bolt through walls.
(2) installation of external corner 13 and inner corner trim 14:
As shown in figure 10,2 risers of external corner 13 are connected with the exterior sheathing of 2 right angle intersections, there is 1 angle steel to erect rib 2 on the edge of every crossing exterior sheathing connecting portion, the perpendicular rib 2 of the angle steel of exterior sheathing is fixed on above the bamboo plywood 1 by countersunk bolt 6, the head of countersunk bolt 6 is imbedded in the counterbore on the bamboo plywood 1, the through hole that the threaded portion of countersunk bolt 6 is passed on bamboo plywood 1 and the angle steel 2 connects with nut, the riser 201 of the perpendicular rib 2 of exterior sheathing angle steel is towards the riser 1302 of external corner 13, the riser of the perpendicular rib 2 of exterior sheathing angle steel and the riser of external corner 13 link together by a plurality of bolts 7, for preventing spillage, between the riser 1302 of the riser 201 of the perpendicular rib 2 of exterior sheathing angle steel and external corner 13, be provided with bamboo plywood connection gasket 9.
As shown in figure 10,2 opening risers 1402 at inner corner trim 14 unfilled corner positions are connected with 2 orthogonal inner formwords, there is 1 angle steel to erect rib 2 on the edge of every orthogonal inner formword connecting portion, the perpendicular rib 2 of inner formword angle steel is fixed on above the bamboo plywood 1 by countersunk bolt 6, the head of countersunk bolt 6 is imbedded in the counterbore on the bamboo plywood 1, the through hole that the threaded portion of countersunk bolt 6 is passed on bamboo plywood 1 and the angle steel 2 connects with nut, the riser 201 of the perpendicular rib 2 of inner formword angle steel is towards the riser 1402 of inner corner trim 14, and the riser 201 of the perpendicular rib 2 of angle steel links together by a plurality of bolts 7 with the riser 1402 of inner corner trim 14.For the ease of the dismounting of inner corner trim structure place template, between inner corner trim 14 and inner formword, leave bigger vertical gap, and outwardly directed bar shaped steel plate washer 15 is arranged at the riser 1402 root vertical weldings of inner corner trim 14.Be similarly and prevent spillage, be provided with bamboo plywood connection gasket 9 between the riser 1402 of the riser 201 of the perpendicular rib 2 of inner formword angle steel and inner corner trim 14, the vertical gap between inner corner trim 14 and inner formword is sealed with bar shaped steel plate washer 15.
Claims (10)
1. a shear wall large template comprises panel, the perpendicular rib of complex root, goes up following rib and complex root cross rib, it is characterized in that described panel is a bamboo plywood; Described perpendicular rib is along the cross direction profiles of large form, vertically is fixed on panels outside along large form; Described following rib is fixed on the last lower edge of panels outside; Described cross rib is along the vertical distribution of large form, along the outside that laterally is pressed in perpendicular rib of large form.
2. according to the shear wall large template of claim 1, it is characterized in that described perpendicular rib comprises perpendicular rib of angle steel and the perpendicular rib of the lumps of wood, perpendicular rib of described angle steel and the perpendicular rib space of the lumps of wood are arranged, arrange the perpendicular rib of 1 to 3 lumps of wood between the perpendicular rib of 2 adjacent angle steel; Two ends, the large form left and right sides arrange that respectively 1 angle steel erects rib, and the riser of the perpendicular rib of two ends, large form left and right sides angle steel is positioned at the edge of large form.
3. shear wall large template according to claim 2 is characterized in that, comprises figure of three pressing plate and HOOK BOLTS, and every described cross rib comprises 2 steel pipes of placing side by side; At cross rib and the crossing position of the perpendicular rib of angle steel, comprise the HOOK BOLTS hanging hole on the riser of the perpendicular rib of angle steel; The eave tile of HOOK BOLTS passes described hanging hole, and the shaft of HOOK BOLTS passes figure of three pressing plate, HOOK BOLTS nut by the figure of three pressing plate steel pipe of cross rib is fixed on the perpendicular rib of angle steel.
4. shear wall large template according to claim 2 is characterized in that, the perpendicular rib of the described lumps of wood is fixed on the panel by countersunk head screw, and the head of countersunk head screw is imbedded in the counterbore on the panel, and the threaded portion of countersunk head screw is passed panel and screwed in the lumps of wood; The perpendicular rib of described angle steel is fixed on above the panel by countersunk bolt, and the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; Described following rib be angle steel, is fixed on above the panel by countersunk bolt, and the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; The riser of going up following angle of rib steel is positioned at the edge of large form.
5. shear wall large template according to claim 2, it is characterized in that, described panel is that bamboo plywood comprises at least 2 bamboo plywoods, described at least 2 bamboo plywoods are transversely arranged along large form, vertical abutment joint place between 2 bamboo plywoods comprises that 1 angle steel erects rib, the perpendicular rib of the angle steel of seam crossing comprises 2 angle steel arranged side by side, and described angle steel arranged side by side is arranged in the both sides of seam, and the riser of angle steel is all towards seam; The riser of 2 angle steel arranged side by side links together by a plurality of bolts.
6. shear wall large template according to claim 5 is characterized in that, comprises the bamboo plywood connection gasket between the riser of described angle steel arranged side by side; Comprise sealing mat in the vertical abutment joint between 2 bamboo plywoods.
7. according to the described shear wall large template of arbitrary claim in the claim 1 to 6, it is characterized in that described bamboo plywood plate is two-sided overlay film bamboo plywood.
8. a shear wall large template system comprises exterior sheathing, inner formword, external corner and inner corner trim, it is characterized in that, described exterior sheathing and inner formword are the described shear wall large template of claim 1.
9. shear wall large template system according to claim 8, it is characterized in that, described external corner is an angle steel shape external corner, 2 risers of described external corner are connected with the exterior sheathing of 2 right angle intersections, comprise on the edge of every crossing exterior sheathing connecting portion that 1 angle steel erects rib, the perpendicular rib of the angle steel of exterior sheathing is fixed on above the panel by countersunk bolt, and the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; The riser of the perpendicular rib of exterior sheathing angle steel is towards the riser of external corner, and the riser of the perpendicular rib of exterior sheathing angle steel and the riser of external corner link together by a plurality of bolts; Described inner corner trim is the unfilled corner square tube, 2 opening risers at described inner corner trim unfilled corner position are connected with 2 orthogonal inner formwords, comprise on the edge of every orthogonal inner formword connecting portion that 1 angle steel erects rib, the perpendicular rib of inner formword angle steel is fixed on above the panel by countersunk bolt, the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut; The riser of the perpendicular rib of inner formword angle steel is towards the riser of inner corner trim, and the riser of the perpendicular rib of angle steel and the riser of inner corner trim link together by a plurality of bolts.
10. shear wall large template system according to claim 8 is characterized in that, comprises the bar shaped steel plate washer, comprises the bamboo plywood connection gasket between the riser of the perpendicular rib of exterior sheathing angle steel and the riser of external corner, is provided with a plurality of reinforcing ribs between 2 risers of external corner; Comprise the bamboo plywood connection gasket between the riser of the perpendicular rib of inner formword angle steel and the riser of inner corner trim, be provided with a plurality of reinforcing ribs between 2 risers of inner corner trim; Vertical gap between inner corner trim and the inner formword is sealed by the bar shaped steel plate washer.
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| CN 201010157495 CN101824908A (en) | 2010-04-27 | 2010-04-27 | Shear wall large template and shear wall large template system |
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| CN 201010157495 CN101824908A (en) | 2010-04-27 | 2010-04-27 | Shear wall large template and shear wall large template system |
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| CN102605945A (en) * | 2012-04-06 | 2012-07-25 | 中国十七冶集团有限公司 | Big wood formwork and manufacturing method |
| CN102704678A (en) * | 2012-06-14 | 2012-10-03 | 中铁四局集团建筑工程有限公司 | Shaping template for shear wall in deformation joint position of high-rise building |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN103225394A (en) * | 2013-05-06 | 2013-07-31 | 中国十七冶集团有限公司 | Big wood template construction method of indoor constructional engineering shear wall |
| CN103306474A (en) * | 2013-06-19 | 2013-09-18 | 泰兴市第一建筑安装工程有限公司 | Integrated wood formwork |
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| CN106592961A (en) * | 2017-01-10 | 2017-04-26 | 国家电网公司 | Form structure for concrete construction |
| CN109653480A (en) * | 2019-01-29 | 2019-04-19 | 德成建设集团有限公司 | A kind of construction of lift well internal model structure and construction method |
| CN110439257A (en) * | 2019-08-23 | 2019-11-12 | 重庆建工第三建设有限责任公司 | A kind of high turnover rate fashioned iron of sectional-film coating plywood light-type template system construction method |
| CN113482328A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Integral hoisting installation construction method for steel pipe template of outer shear wall |
| CN115495829A (en) * | 2022-11-17 | 2022-12-20 | 山东高速德建集团有限公司 | DYNAMOO modeling method, device, terminal and medium for attached lifting scaffold |
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| CN102605945A (en) * | 2012-04-06 | 2012-07-25 | 中国十七冶集团有限公司 | Big wood formwork and manufacturing method |
| CN102605945B (en) * | 2012-04-06 | 2014-11-26 | 中国十七冶集团有限公司 | Manufacturing method of big wood formwork |
| CN102704678A (en) * | 2012-06-14 | 2012-10-03 | 中铁四局集团建筑工程有限公司 | Shaping template for shear wall in deformation joint position of high-rise building |
| CN102704672B (en) * | 2012-06-28 | 2015-03-18 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN103225394A (en) * | 2013-05-06 | 2013-07-31 | 中国十七冶集团有限公司 | Big wood template construction method of indoor constructional engineering shear wall |
| CN103225394B (en) * | 2013-05-06 | 2015-04-08 | 中国十七冶集团有限公司 | Big wood template construction method of indoor constructional engineering shear wall |
| CN103306474A (en) * | 2013-06-19 | 2013-09-18 | 泰兴市第一建筑安装工程有限公司 | Integrated wood formwork |
| CN104358374A (en) * | 2014-11-04 | 2015-02-18 | 中建三局东方装饰设计工程有限公司 | Wall-face dry-hanging system of large metal aluminum sheet |
| CN106545160A (en) * | 2015-09-18 | 2017-03-29 | 重庆合筑实业发展有限公司 | A kind of outer wall template composite reinforcement system |
| CN106245907A (en) * | 2016-08-30 | 2016-12-21 | 中国冶集团有限公司 | Narrow and small space body of wall integration mold method |
| CN106592961A (en) * | 2017-01-10 | 2017-04-26 | 国家电网公司 | Form structure for concrete construction |
| CN106592961B (en) * | 2017-01-10 | 2019-03-22 | 国家电网公司 | Concrete construction formwork structure |
| CN109653480A (en) * | 2019-01-29 | 2019-04-19 | 德成建设集团有限公司 | A kind of construction of lift well internal model structure and construction method |
| CN109653480B (en) * | 2019-01-29 | 2019-09-20 | 德成建设集团有限公司 | A kind of construction of lift well internal model structure and construction method |
| CN110439257A (en) * | 2019-08-23 | 2019-11-12 | 重庆建工第三建设有限责任公司 | A kind of high turnover rate fashioned iron of sectional-film coating plywood light-type template system construction method |
| CN113482328A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Integral hoisting installation construction method for steel pipe template of outer shear wall |
| CN115495829A (en) * | 2022-11-17 | 2022-12-20 | 山东高速德建集团有限公司 | DYNAMOO modeling method, device, terminal and medium for attached lifting scaffold |
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