CN103225394A - Big wood template construction method of indoor constructional engineering shear wall - Google Patents
Big wood template construction method of indoor constructional engineering shear wall Download PDFInfo
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- CN103225394A CN103225394A CN2013101619921A CN201310161992A CN103225394A CN 103225394 A CN103225394 A CN 103225394A CN 2013101619921 A CN2013101619921 A CN 2013101619921A CN 201310161992 A CN201310161992 A CN 201310161992A CN 103225394 A CN103225394 A CN 103225394A
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Abstract
The invention discloses a big wood template construction method of an indoor constructional engineering shear wall, and the big wood template construction method is characterized by mainly comprising a big wood template, a supporting bracket and a sidewalk plate, and the internal corners of the wall surface is supplemented by wood corner moulds. A bog wood template is manufactured to each wall of a room, the flat surface of the sidewalk plate is rectangular, and the upper and the lower corner of one side of the indoor center are fabricated into a chamfer respectively. The big wood templates and the bracket are all arranged below the sidewalk plate. The distance between each two chamfers of the big wood templates is kept to 400 mm after the four big wood templates are mounted, so as to prevent mutual interference of the big wood templates of the indoor constructional engineering shear wall. The internal corners of the wall surface is supplemented by wood corner moulds, the contact point between the big wood template and the wood corner mould is separated by 30 mm rigid extruded board, and the left and right vertical ribs are clamped by big blades when mounting the rigid extruded board. The method provided by the invention has the advantages that the big wood template is manufactured on site, the joint of the panel is closeness, the process is simple, is convenient to operate, high in work efficiency, small in wastage, high in mechanical efficiency, and low in construction cost.
Description
Technical field
The present invention relates to technical field of building construction, relate in particular to the indoor wooden large formwork construction method of construction work shear wall.
Background technology
Existing building engineering shear wall wooden form generally adopts the multilayer gluing construction timber shutterings to make panel, do rib with the lumps of wood, carry out panel block-by-block assembly unit and itself and lumps of wood rib is solid by the root stickfast during construction at the scene with iron nail, earlier lumps of wood rib is removed by root during dismounting, again the panel block-by-block is removed, the iron nail consumption is big, panel and lumps of wood loss are big, and the manual work amount is big, and mechanical service efficiency is not high.201210097917.9 patents that the applicant applied for, solved the outdoor wooden form problem of shear wall exterior wall, improve the template installation, removed the mechanization of building operation level of operation, but indoor template construction also exists a large amount of repeat installation, dismounting, transportation and handling work, mechanical hoisting efficient is low, and time-consuming.
Summary of the invention
Purpose of the present invention is exactly the above-mentioned shortcoming that exists at prior art, provides the construction work shear wall indoor wooden large formwork construction method, improves the indoor wooden form of shear wall and installs, removes the mechanization of building operation level of operation, reduces construction cost.
The object of the present invention is achieved like this: the indoor wooden large formwork construction method of construction work shear wall is characterized in that: mainly by wooden large form, support and walk guidance tape and form, at metope inner corner trim place with wooden angle mould polishing.The wood large form, the every face wall in the room is made one.Walking guidance tape is rectangle in the plane, and at indoor center on one side up and down two jiaos be made into chamfering.Wood large form and support all are produced on away under the guidance tape.After indoor four sides wood large form was installed, the distance of the chamfering adjacent of each wooden large form kept 400mm, was independent of each other to guarantee the indoor wooden large form lifting of each piece shear wall.At four inner corner trim places of indoor wall with wooden angle mould polishing, separate with 30mm hard extruded sheet at wooden large form and wooden angle mould contact position, guarantee that form joint is tight, and when wooden large form is removed lifting, eliminate friction, install when reinforcing with big blade and clamp vertical rib about the hard extruded sheet.
Described wooden large form mainly is made of panel, rib, back cord, gib headed bolt, panel adopts many bamboo offset plate fissure of displacement butt joints to form according to the indoor wall size, rib adopts one group of vertical lumps of wood bar of evenly arranging, panel adopts iron nail to be connected with every root, back cord is a steel pipe, back cord and intercostal adopt gib headed bolt to be connected, on the panel with the same horizontal plane of gib headed bolt on bushing plate reinforcing split bolt hole at a certain distance.
Described support is set up by steel pipe and buckle and is formed, about two row columns, three layers of vertical equity bar of upper, middle and lower and transverse horizontal bar are formed, each column all adopts buckle to be connected with vertical equity bar and transverse horizontal bar junction, wherein right side one row's column exceeds guidance tape, evenly establish three vertical equity bars up and down as railing and handguard in its left side that exceeds end, its left side column all adopts buckle to be connected with the back cord junction, in each column bottom an adjusting leading screw is installed all, a wooden backing plate is established in two columns bottoms about every, regulating employing iron nail stickfast between leading screw and backing plate, between backing plate and bottom transverse horizontal bar with about two coir rope bags bundle, the bag bundle should relax and regulate leading screw when guaranteeing lifting and do not come off and regulate leading screw and can suitably be adjusted into suitable up and down.
Described walk guidance tape by about five vertical beam arranged of evenly arranging and the guidance tape of walking of full shop form, crossbeam is made with the lumps of wood, walk guidance tape and adopt the multilayer gluing plank, frame is on top layer transverse horizontal bar, walking guidance tape adopts the iron nail nail on crossbeam, and the iron nail stickfast is all adopted in the left side and the intercostal contact position of walking guidance tape, walking the right of guidance tape adopts a vertical equity bar to push down, walking to use fixedly baseboard of U-shaped pipe clamp on the column of guidance tape right side, baseboard adopts the multilayer gluing plank to be made, about the support top of the indoor wooden large form of shear wall on the host node at each 1/3rd place the metal binding wire rope so that machinery lifting when installing and removing.
Described wooden angle mould plane is a right-angled triangle, two right-angle sides are followed successively by panel from outside to inside, rib, back cord, gib headed bolt constitutes, panel is that the butt joint of the bamboo offset plate fissure of displacement forms, rib is that the lumps of wood of one group of horizontal arrangement is formed, panel adopts iron nail to be connected with intercostal, back cord is made up of four groups of vertical steel pipes of arranging, back cord adopts gib headed bolt to be connected with intercostal, establish three horizontal hounds along hypotenuse by upper, middle and lower, the two ends of horizontal hound and back cord contact position are connected firmly with buckle, tie up wire rope so that mechanical hoisting in the position on the lower side, back cord top on preceding left two sides.
When the indoor wooden large form of construction work shear wall is installed, hook wire rope its whole handling with tower crane, when internal partition wall is installed successively about the indoor wooden large form of two shear walls hang the installation site, carry out other operation in template hemline alignment back crane off the hook, only straight the panel vertical adjustment by the artificial adjusting leading screw of adjusting under each column, from the split bolt hole, penetrate screw bolt reinforcing again.Elder generation was with the indoor wooden large form hoisted in position of shear wall when exterior wall was installed, and it is straight the panel vertical adjustment by the artificial adjusting leading screw of adjusting under each column, use tower crane the outer side rail large form hoisted in position of shear wall exterior wall again, in time penetrate screw bolt reinforcing in the split bolt hole, tower crane receipts hook carried out other operation after reinforcing was finished.
During concreting, the operator is walking guidance tape drilling work, shear wall is cast in to stay at the bottom of the plate establishes constuction joint, treat in time to extract split bolt out after the final set of shear wall concrete, need during the exterior wall form removal with tower crane hook the outer side rail large form of shear wall exterior wall while tear open with its handling to ground, the indoor wooden large form of shear wall can pursue the part handling to the indoor wooden large form of shear wall to land clearing, brush interfacial agents with tower crane behind the split bolt complete removal, reuse when treating the upper strata construction.
Compared with prior art, advantage of the present invention is: make in the processing place, slab joint is tight, and technology is simple, and is easy to operate, install reliably, and the work efficiency height, spillage of material is little, and mechanical service efficiency height effectively reduces construction cost.
Description of drawings
Fig. 1: the indoor wooden large form of construction work shear wall is made lateral elevational view.
Fig. 2: the indoor wooden large form of construction work shear wall is made schematic rear view.
Fig. 3: the indoor wooden large form fabrication and installation floor map of construction work shear wall.
Fig. 4: the indoor wooden large form of construction work shear wall is made the molded mapping of inner corner trim.
Fig. 5: the indoor wooden large form of construction work shear wall is made internal partition wall template scheme of installation.
Fig. 6: the indoor wooden large form of construction work shear wall is made the outer wall template scheme of installation.
Among the figure: 1, panel 2, rib 3, back cord 4, gib headed bolt 5, split bolt hole 6, crossbeam 7, walk guidance tape 8, vertical equity bar 9, baseboard 10, U-shaped pipe clamp 11, column 12, transverse horizontal bar 13, buckle 14, regulate leading screw 15, backing plate 16, coir rope 17, wire rope 18, concrete construction joint 19, hard extruded sheet 20, big blade 21, horizontal hound.
The specific embodiment
For further describing the present invention, the present invention is further described below in conjunction with embodiment and accompanying drawing.
Shown in Fig. 1-4, the indoor wooden large formwork construction method of construction work shear wall is characterized in that: mainly by wooden large form, support and walk guidance tape and form, at metope inner corner trim place with wooden angle mould polishing.The wood large form, the every face wall in the room is made one.Walking guidance tape 7 is rectangle in the plane, and at indoor center on one side up and down two jiaos be made into chamfering.Wood large form and support all are produced on away guidance tape 7 times.After indoor four sides wood large form was installed, the distance of the chamfering adjacent of each wooden large form kept 400mm, was independent of each other to guarantee the indoor wooden large form lifting of each piece shear wall.At four inner corner trim places of indoor wall with wooden angle mould polishing, separate with 30mm hard extruded sheet 19 at wooden large form and wooden angle mould contact position, guarantee that form joint is tight, and when wooden large form is removed lifting, eliminate friction, the vertical rib 2 of clamping hard extruded sheet about 19 when reinforcing with big blade 20 is installed.
Described wooden large form mainly is made of panel 1, rib 2, back cord 3, gib headed bolt 4, panel 1 adopts many bamboo offset plate fissure of displacement butt joints to form according to the indoor wall size, rib 2 adopts one group of vertical lumps of wood bar of evenly arranging, panel 1 adopts iron nail to be connected with every root 2, back cord 3 is a steel pipe, back cord 3 and intercostal 2 adopts gib headed bolts 4 to be connected, on the panel 1 with gib headed bolt 4 same horizontal planes on bushing plate reinforcing split bolt hole 5 at a certain distance.
Described support is set up by steel pipe and buckle 13 and is formed, about two row columns 11, three layers of vertical equity bar 8 of upper, middle and lower and transverse horizontal bar 12 are formed, each column 11 all adopts buckle 13 to be connected with vertical equity bar 8 and transverse horizontal bar 12 junctions, wherein right side one row's column 11 exceeds guidance tape 7, evenly establish three vertical equity bars 8 up and down as railing and handguard in its left side that exceeds end, its left side column 11 all adopts buckle 13 to be connected with back cord 3 junctions, in each column 11 bottom an adjusting leading screw 14 is installed all, a wooden backing plate 15 is established in two column 11 bottoms about every, regulating the stickfast of 15 employings of leading screw 14 and backing plate iron nail, 12 on backing plate 15 and bottom transverse horizontal bar with about two coir ropes 16 bag bundles, the bag bundle should relax and regulate leading screw 14 when guaranteeing lifting and do not come off and regulate leading screw 14 and can suitably be adjusted into suitable up and down.
Described walk guidance tape 7 by about five vertical beam arranged 6 of evenly arranging and the guidance tape 7 of walking of full shop form, the crossbeam 6 usefulness lumps of wood are made, walk guidance tape 7 and adopt the multilayer gluing plank, frame is on top layer transverse horizontal bar 12, walking guidance tape 7 adopts the iron nail nail on crossbeam 6, and the iron nail stickfast is all adopted in the left side and 2 contact positions of rib of walking guidance tape 7, walking the right of guidance tape 7 adopts a vertical equity bar 8 to push down, walking to use fixedly baseboard 9 of U-shaped pipe clamp 10 on the guidance tape 7 right side columns, baseboard 9 adopts the multilayer gluing planks to be made, about the support top of the indoor wooden large form of shear wall on the host node at each 1/3rd place metal binding wire rope 17 so that machinery lifting when installing and removing.
Described wooden angle mould plane is a right-angled triangle, two right-angle sides are followed successively by panel 1 from outside to inside, rib 2, back cord 3, gib headed bolt 4 constitutes, panel 1 forms for the butt joint of the bamboo offset plate fissure of displacement, rib 2 is that the lumps of wood of one group of horizontal arrangement is formed, panel 1 adopts iron nail to be connected with 2 in rib, back cord 3 is made up of four groups of vertical steel pipes of arranging, back cord 3 adopts gib headed bolt 4 to be connected with 2 in rib, establish three horizontal hounds 21 along hypotenuse by upper, middle and lower, the two ends of horizontal hound 21 and back cord 3 contact positions are connected firmly with buckle 13, tie up wire rope 17 so that mechanical hoisting in the position on the lower side, back cord 3 tops on preceding left two sides.
When the indoor wooden large form of construction work shear wall is installed, hook wire rope 17 its whole handling with tower crane, when internal partition wall is installed successively about the indoor wooden large form of two shear walls hang the installation site, carry out other operation in template hemline alignment back crane off the hook, only straight panel 1 vertical adjustment by the artificial adjusting leading screw of adjusting under each column 14, from split bolt hole 5, penetrate screw bolt reinforcing again.Elder generation was with the indoor wooden large form hoisted in position of shear wall when exterior wall was installed, and it is straight panel 1 vertical adjustment by the artificial adjusting leading screw of adjusting under each column 14, use tower crane the outer side rail large form hoisted in position of shear wall exterior wall again, in time penetrate screw bolt reinforcing in split bolt hole 5, tower crane receipts hook carried out other operation after reinforcing was finished.
During concreting, the operator is walking operation on the guidance tape 7, shear wall is cast in to stay at the bottom of the plate establishes constuction joint 18, treat in time to extract split bolt out after the final set of shear wall concrete, need during the exterior wall form removal with tower crane hook the outer side rail large form of shear wall exterior wall while tear open with its handling to ground, the indoor wooden large form of shear wall can pursue the part handling to the indoor wooden large form of shear wall to land clearing, brush interfacial agents with tower crane behind the split bolt complete removal, reuse when treating the upper strata construction.
Claims (1)
1. the indoor wooden large formwork construction method of construction work shear wall is characterized in that: mainly by wooden large form, support and walk guidance tape and form, at metope inner corner trim place with wooden angle mould polishing; The wood large form, the every face wall in the room is made one; Walking guidance tape (7) is rectangle in the plane, and at indoor center on one side up and down two jiaos be made into chamfering; Wood large form and support all are produced on away under the guidance tape (7); After indoor four sides wood large form was installed, the distance of the chamfering adjacent of each wooden large form kept 400mm, was independent of each other to guarantee the indoor wooden large form lifting of each piece shear wall; At four inner corner trim places of indoor wall with wooden angle mould polishing, separate with 30mm hard extruded sheet (19) at wooden large form and wooden angle mould contact position, guarantee that form joint is tight, and when wooden large form is removed lifting, eliminate friction, install when reinforcing with big blade (20) and clamp vertical rib (2) about hard extruded sheet (19);
Described wooden large form mainly is made of panel (1), rib (2), back cord (3), gib headed bolt (4), panel (1) adopts many bamboo offset plate fissure of displacement butt joints to form according to the indoor wall size, rib (2) adopts one group of vertical lumps of wood bar of evenly arranging, panel (1) adopts iron nail to be connected with every root (2), back cord (3) is a steel pipe, adopt gib headed bolt (4) to be connected between back cord (3) and rib (2), panel (1) go up with the same horizontal plane of gib headed bolt (4) on bushing plate reinforcing split bolt hole (5) at a certain distance;
Described support is set up by steel pipe and buckle (13) and is formed, about two row columns (11), three layers of vertical equity bar of upper, middle and lower (8) and transverse horizontal bar (12) are formed, each column (11) all adopts buckle (13) to be connected with vertical equity bar (8) and transverse horizontal bar (12) junction, wherein right side one row's column (11) exceeds guidance tape (7), evenly establish three vertical equity bars (8) up and down as railing and handguard in its left side that exceeds end, its left side column (11) all adopts buckle (13) to be connected with back cord (3) junction, in each column (11) bottom an adjusting leading screw (14) is installed all, a wooden backing plate (15) is established in two columns (11) bottom about every, regulating employing iron nail stickfast between leading screw (14) and backing plate (15), two coir ropes (16) bag is tied about using between backing plate (15) and bottom transverse horizontal bar (12), and adjusting leading screw (14) did not come off and regulates leading screw (14) and can suitably be adjusted into suitable up and down when the bag bundle should relax with the assurance lifting;
Described walk guidance tape (7) by about five vertical beam arranged (6) of evenly arranging and the guidance tape (7) of walking of full shop form, crossbeam (6) is made with the lumps of wood, walk guidance tape (7) and adopt the multilayer gluing plank, frame is on top layer transverse horizontal bar (12), walking guidance tape (7) adopts the iron nail nail on crossbeam (6), and walk between the left side of guidance tape (7) and rib (2) contact position and all adopt the iron nail stickfast, walking the right of guidance tape (7) adopts a vertical equity bar (8) to push down, walking to use fixedly baseboard (9) of U-shaped pipe clamp (10) on the column of guidance tape (7) right side, baseboard (9) adopts the multilayer gluing plank to be made, about the support top of the indoor wooden large form of shear wall on the host node at each 1/3rd place metal binding wire rope (17) so that machinery lifting when installing and removing;
Described wooden angle mould plane is a right-angled triangle, two right-angle sides are followed successively by panel (1) from outside to inside, rib (2), back cord (3), gib headed bolt (4) constitutes, panel (1) forms for the butt joint of the bamboo offset plate fissure of displacement, rib (2) is that the lumps of wood of one group of horizontal arrangement is formed, adopt iron nail to be connected between panel (1) and rib (2), back cord (3) is made up of four groups of vertical steel pipes of arranging, adopt gib headed bolt (4) to be connected between back cord (3) and rib (2), establish three horizontal hounds (21) along hypotenuse by upper, middle and lower, the two ends of horizontal hound (21) and back cord (3) contact position are connected firmly with buckle (13), tie up wire rope (17) so that mechanical hoisting in the position on the lower side, back cord (3) top on preceding left two sides.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310161992.1A CN103225394B (en) | 2013-05-06 | 2013-05-06 | Big wood template construction method of indoor constructional engineering shear wall |
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| CN201310161992.1A CN103225394B (en) | 2013-05-06 | 2013-05-06 | Big wood template construction method of indoor constructional engineering shear wall |
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| CN103225394B CN103225394B (en) | 2015-04-08 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563515A (en) * | 2014-12-22 | 2015-04-29 | 中国建筑第八工程局有限公司 | Template bracing structure for ultrahigh shear wall and construction method thereof |
| CN104727544A (en) * | 2013-12-21 | 2015-06-24 | 中建四局第三建筑工程有限公司 | Aluminum-alloy external wall template and method for pouring external wall of floor joint |
| CN110409670A (en) * | 2019-08-02 | 2019-11-05 | 华神建设集团有限公司 | Monolith large form shear wall and construction method |
| CN113858398A (en) * | 2021-08-25 | 2021-12-31 | 上海建工建材科技集团股份有限公司 | Size-adjustable cover beam side mold capable of being disassembled for recycling |
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| FR2876403A1 (en) * | 2004-10-11 | 2006-04-14 | Eric Baschin | Formwork e.g. form panel, forming assembly for e.g. casting walls, has framework formed by wooden parts that are assembled to form frames connected by sills/bracings/counter-bucklings such that framework is homogeneous and non-deformable |
| CN201474292U (en) * | 2009-07-30 | 2010-05-19 | 中建三局建设工程股份有限公司 | Midsize template assembled large template |
| CN101824908A (en) * | 2010-04-27 | 2010-09-08 | 中建七局第二建筑有限公司 | Shear wall large template and shear wall large template system |
| CN201605795U (en) * | 2010-01-18 | 2010-10-13 | 张恒亮 | Building formwork |
| 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 |
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2013
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2876403A1 (en) * | 2004-10-11 | 2006-04-14 | Eric Baschin | Formwork e.g. form panel, forming assembly for e.g. casting walls, has framework formed by wooden parts that are assembled to form frames connected by sills/bracings/counter-bucklings such that framework is homogeneous and non-deformable |
| CN201474292U (en) * | 2009-07-30 | 2010-05-19 | 中建三局建设工程股份有限公司 | Midsize template assembled large template |
| CN201605795U (en) * | 2010-01-18 | 2010-10-13 | 张恒亮 | Building formwork |
| CN101824908A (en) * | 2010-04-27 | 2010-09-08 | 中建七局第二建筑有限公司 | Shear wall large template and shear wall large template system |
| 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 |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727544A (en) * | 2013-12-21 | 2015-06-24 | 中建四局第三建筑工程有限公司 | Aluminum-alloy external wall template and method for pouring external wall of floor joint |
| CN104563515A (en) * | 2014-12-22 | 2015-04-29 | 中国建筑第八工程局有限公司 | Template bracing structure for ultrahigh shear wall and construction method thereof |
| CN110409670A (en) * | 2019-08-02 | 2019-11-05 | 华神建设集团有限公司 | Monolith large form shear wall and construction method |
| CN110409670B (en) * | 2019-08-02 | 2021-03-09 | 华神建设集团有限公司 | Integral large-formwork shear wall and construction method |
| CN113858398A (en) * | 2021-08-25 | 2021-12-31 | 上海建工建材科技集团股份有限公司 | Size-adjustable cover beam side mold capable of being disassembled for recycling |
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| CN103225394B (en) | 2015-04-08 |
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