CN103225394B - 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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- CN103225394B CN103225394B CN201310161992.1A CN201310161992A CN103225394B CN 103225394 B CN103225394 B CN 103225394B CN 201310161992 A CN201310161992 A CN 201310161992A CN 103225394 B CN103225394 B CN 103225394B
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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, particularly relate to the indoor wooden large formwork construction method of construction work shear wall.
Background technology
Existing building engineering shear wall wooden form generally adopts multilayer gluing construction timber shutterings to make panel, rib is done with the lumps of wood, panel block-by-block is carried out at the scene assembled and with iron nail, itself and lumps of wood rib is solid by root stickfast during construction, first lumps of wood rib is removed by root during dismounting, again panel block-by-block is removed, iron nail consumption is large, panel and lumps of wood loss large, manual operation amount is large, and mechanical service efficiency is not high.201210097917.9 patents that the applicant applies for, solve the outdoor wooden form problem of shear wall exterior wall, improve model sheetinstallat, Demolition Construction mechanized operation level, but indoor template construction also exist a large amount of repeat to install, remove, transport and handling work, mechanical hoisting efficiency is low, and time-consuming.
Summary of the invention
Object of the present invention is exactly the above-mentioned shortcoming existed for prior art, provides construction work shear wall indoor wooden large formwork construction method, improves the indoor wooden form installation of shear wall, Demolition Construction mechanized operation level, 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: primarily of wooden large form, support and walkway board composition, at the wooden angle mould polishing in metope inner corner trim place.Wood large form, the every face wall in room makes one.Walkway board is rectangle in the plane, and is made into chamfering in the bottom and top two corners at indoor center.Under wood large form and support are all produced on walkway board.After the wooden large form in indoor four sides is installed, the distance of the chamfering adjacent of each wooden large form keeps 400mm, to guarantee that the indoor wooden large form lifting of each piece of shear wall is independent of each other.At the wooden angle mould polishing in indoor wall four inner corner trim places, separate at wooden large form and wooden angle mould contact position 30mm hard extruded sheet, guarantee that form joint is tight, and eliminate friction when wooden large form removes lifting, install when reinforcing and clamp the vertical rib about hard extruded sheet with large blade.
Described wooden large form is formed primarily of panel, rib, back cord, gib headed bolt, panel adopts multiple bamboo slab rubber fissure of displacement to dock according to indoor wall size and forms, rib adopts one group of square wood strip be vertically evenly arranged, panel and every root adopt iron nail to be connected, back cord is steel pipe, back cord and intercostal adopt gib headed bolt to be connected, on panel with gib headed bolt same level at a certain distance bushing plate reinforce split bolt hole.
Described support is set up by steel pipe and buckle and is formed, left and right two row's column, upper, middle and lower three layers of vertical equity bar and transverse horizontal bar composition, 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 pavement slab, evenly establish three vertical equity bars as railing and handguard up and down in the left side that it exceeds end, on the left of it, column and back cord junction all adopt buckle to be connected, in each column bottom, an adjusting screw is all installed, in every left and right, two column bottom establish a wooden backing plate, iron nail stickfast is adopted between adjusting screw and backing plate, by two, left and right coir rope package bundle between backing plate and bottom transverse horizontal bar, when package bundle should relax to ensure lifting, adjusting screw does not come off and adjusting screw can suitably be adjusted to suitable up and down.
The pavement slab of walking of five crossbeams longitudinally arranged that described walkway board is evenly arranged by left and right and full paving forms, the crossbeam lumps of wood is made, walk pavement slab and adopt multilayer gluing plank, frame is on top layer transverse horizontal bar, walking pavement slab adopts iron nail nail on crossbeam, and walk the left side of pavement slab and intercostal contact position all adopts iron nail stickfast, the right walking pavement slab adopts a vertical equity bar to push down, baseboard is fixed walking on pavement slab right side uprights with U-shaped pipe clamp, baseboard adopts multilayer gluing plank to be made, about the support top of the indoor wooden large form of shear wall each 1/3rd places host node on metal binding wire rope so that machinery lifting when installing and remove.
Described wooden angle mould plane is right-angled triangle, two right-angle sides are followed successively by panel from outside to inside, rib, back cord, gib headed bolt is formed, panel is that the docking of the bamboo slab rubber fissure of displacement forms, rib is the lumps of wood composition of one group of horizontal arrangement, panel and intercostal adopt iron nail to be connected, back cord is made up of the steel pipe that four groups are vertically arranged, back cord and intercostal adopt gib headed bolt to be connected, three horizontal hounds are divided into by upper along hypotenuse, two ends and the back cord contact position buckle of horizontal hound are connected firmly, wire rope is tied up so that mechanical hoisting in the position that the back cord top on front left two sides is on the lower side.
When the indoor wooden large form of construction work shear wall is installed, wire rope is hooked its Integral lifting with tower crane, successively indoor for left and right two shear wall wooden large form is hung to installation site when internal partition wall is installed, after the alignment of template hemline, other operation is carried out in crane off the hook, only by the adjusting screw under each column of artificial adjustment panel Uprightness adjusting, then penetrate screw bolt reinforcing from split bolt hole.First by indoor for shear wall wooden large form hoisted in position when exterior wall is installed, and by the adjusting screw under each column of artificial adjustment panel Uprightness adjusting, use tower crane outer for shear wall exterior wall side rail large form hoisted in position again, in split bolt hole, penetrate screw bolt reinforcing in time, reinforced rear tower crane receipts hook and carried out other operation.
During concreting, operator operates on walkway board, shear wall is cast in stay at the bottom of plate establishes constuction joint, split bolt is extracted out in time after the final set of shear wall concrete, need hook the outer side rail large form of shear wall exterior wall with tower crane during exterior wall form removal tears open while by its handling to ground, the indoor wooden large form of shear wall can after split bolt be all removed, with tower crane indoor for shear wall wooden large form piece by piece handling to land clearing, brush interfacial agents, reuse in time constructing in upper strata.
Compared with prior art, advantage of the present invention is: make in processing place, slab joint is tight, and technique is simple, easy to operate, and install reliable, work efficiency is high, and spillage of material is little, and mechanical service efficiency is high, effectively reduces construction cost.
Accompanying drawing explanation
Fig. 1: the indoor wooden large form of construction work shear wall makes lateral elevational view.
Fig. 2: the indoor wooden large form of construction work shear wall makes 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 makes the molded mapping of inner corner trim.
Fig. 5: the indoor wooden large form of construction work shear wall makes internal partition wall model sheetinstallat schematic diagram.
Fig. 6: the indoor wooden large form of construction work shear wall makes outer wall template scheme of installation.
In figure: 1, panel 2, rib 3, back cord 4, gib headed bolt 5, split bolt hole 6, crossbeam 7, walk pavement slab 8, vertical equity bar 9, baseboard 10, U-shaped pipe clamp 11, column 12, transverse horizontal bar 13, buckle 14, adjusting screw 15, backing plate 16, coir rope 17, wire rope 18, concrete construction joint 19, hard extruded sheet 20, large blade 21, horizontal hound.
Detailed description of the invention
For further describing the present invention, below in conjunction with embodiment and accompanying drawing, the invention will be further described.
As Figure 1-4, the indoor wooden large formwork construction method of construction work shear wall, is characterized in that: primarily of wooden large form, support and walkway board composition, at the wooden angle mould polishing in metope inner corner trim place.Wood large form, the every face wall in room makes one.Walkway board is rectangle in the plane, and is made into chamfering in the bottom and top two corners at indoor center.Under wood large form and support are all produced on walkway board.After the wooden large form in indoor four sides is installed, the distance of the chamfering adjacent of each wooden large form keeps 400mm, to guarantee that the indoor wooden large form lifting of each piece of shear wall is independent of each other.At the wooden angle mould polishing in indoor wall four inner corner trim places, separate at wooden large form and wooden angle mould contact position 30mm hard extruded sheet 19, guarantee that form joint is tight, and eliminate friction when wooden large form removes lifting, the vertical rib 2 clamping hard extruded sheet about 19 when reinforcing with large blade 20 is installed.
Described wooden large form is formed primarily of panel 1, rib 2, back cord 3, gib headed bolt 4, panel 1 adopts multiple bamboo slab rubber fissure of displacement to dock according to indoor wall size and forms, rib 2 adopts one group of square wood strip be vertically evenly arranged, panel 1 adopts iron nail to be connected with every root 2, back cord 3 is steel pipe, back cord 3 and intercostal 2 adopt gib headed bolt 4 to be connected, on panel 1 with gib headed bolt 4 same level at a certain distance bushing plate reinforce split bolt hole 5.
Described support is set up by steel pipe and buckle 13 and is formed, left and right two row's column 11, upper, middle and lower three layers of vertical equity bar 8 and transverse horizontal bar 12 form, 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 pavement slab 7, evenly establish three vertical equity bars 8 as railing and handguard up and down in the left side that it exceeds end, on the left of it, column 11 all adopts buckle 13 to be connected with back cord 3 junction, an adjusting screw 14 is all installed bottom each column 11, a wooden backing plate 15 is established bottom two columns 11 in every left and right, iron nail stickfast is adopted between adjusting screw 14 and backing plate 15, by two, left and right coir rope 16 package bundle between backing plate 15 and bottom transverse horizontal bar 12, when package bundle should relax to ensure lifting, adjusting screw 14 does not come off and adjusting screw 14 can suitably be adjusted to suitable up and down.
The pavement slab 7 of walking of five crossbeams 6 longitudinally arranged that described walkway board is evenly arranged by left and right and full paving forms, crossbeam 6 is made with the lumps of wood, walk pavement slab 7 and adopt multilayer gluing plank, frame is on top layer transverse horizontal bar 12, walking pavement slab 7 adopts iron nail to follow closely on the cross beam 6, and walk the left side of pavement slab 7 and rib 2 indirectly synapsis all adopt iron nail stickfast, the right walking pavement slab 7 adopts a vertical equity bar 8 to push down, baseboard 9 is fixed walking on pavement slab 7 right side uprights with U-shaped pipe clamp 10, baseboard 9 adopts multilayer gluing plank to be made, about the support top of the indoor wooden large form of shear wall each 1/3rd places host node on metal binding wire rope 17 so that machinery lifting when installing and remove.
Described wooden angle mould plane is 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 is formed, panel 1 forms for the bamboo slab rubber fissure of displacement docks, rib 2 is the lumps of wood composition of one group of horizontal arrangement, iron nail is adopted to be connected between panel 1 with rib 2, back cord 3 is made up of the steel pipe that four groups are vertically arranged, gib headed bolt 4 is adopted to be connected between back cord 3 with rib 2, three horizontal hounds 21 are divided into by upper along hypotenuse, two ends and the back cord 3 contact position buckle 13 of horizontal hound 21 are connected firmly, wire rope 17 is tied up so that mechanical hoisting in the position on the lower side at back cord 3 top on front left two sides.
When the indoor wooden large form of construction work shear wall is installed, wire rope 17 is hooked its Integral lifting with tower crane, successively indoor for left and right two shear wall wooden large form is hung to installation site when internal partition wall is installed, after the alignment of template hemline, other operation is carried out in crane off the hook, only by the adjusting screw 14 under each column of artificial adjustment panel 1 Uprightness adjusting, then penetrate screw bolt reinforcing from split bolt hole 5.First by indoor for shear wall wooden large form hoisted in position when exterior wall is installed, and by the adjusting screw 14 under each column of artificial adjustment panel 1 Uprightness adjusting, use tower crane outer for shear wall exterior wall side rail large form hoisted in position again, in split bolt hole 5, penetrate screw bolt reinforcing in time, reinforced rear tower crane receipts hook and carried out other operation.
During concreting, operator operates on walkway board, shear wall is cast in stay at the bottom of plate establishes constuction joint 18, split bolt is extracted out in time after the final set of shear wall concrete, need hook the outer side rail large form of shear wall exterior wall with tower crane during exterior wall form removal tears open while by its handling to ground, the indoor wooden large form of shear wall can after split bolt be all removed, with tower crane indoor for shear wall wooden large form piece by piece handling to land clearing, brush interfacial agents, reuse in time constructing in upper strata.
Claims (1)
1. the indoor wooden large formwork construction method of construction work shear wall, is characterized in that: primarily of wooden large form, support and walkway board composition, at the wooden angle mould polishing in metope inner corner trim place; Wood large form, the every face wall in room makes one; Walkway board is rectangle in the plane, and is made into chamfering in the bottom and top two corners at indoor center; Under wood large form and support are all produced on walkway board; After the wooden large form in indoor four sides is installed, the distance of the chamfering adjacent of each wooden large form keeps 400mm, to guarantee that the indoor wooden large form lifting of each piece of shear wall is independent of each other; At the wooden angle mould polishing in indoor wall four inner corner trim places, separate at wooden large form and wooden angle mould contact position 30mm hard extruded sheet (19), guarantee that form joint is tight, and eliminate friction when wooden large form removes lifting, the vertical rib (2) clamping hard extruded sheet (19) left and right when reinforcing with large blade (20) is installed;
Described wooden large form is formed primarily of panel (1), rib (2), back cord (3), gib headed bolt (4), panel (1) adopts multiple bamboo slab rubber fissure of displacement to dock according to indoor wall size and forms, rib (2) adopts one group of square wood strip be vertically evenly arranged, panel (1) adopts iron nail to be connected with every root (2), back cord (3) is steel pipe, adopt gib headed bolt (4) to be connected between back cord (3) with rib (2), on panel (1) and in gib headed bolt (4) same level, bushing plate reinforces split bolt hole (5) at a certain distance;
Described support is set up by steel pipe and buckle (13) and is formed, left and right two row's column (11), upper, middle and lower three layers of vertical equity bar (8) and transverse horizontal bar (12) composition, 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 pavement slab (7), evenly establish three vertical equity bars (8) as railing and handguard up and down in the left side that it exceeds end, on the left of it, column (11) and back cord (3) junction all adopt buckle (13) to be connected, all an adjusting screw (14) is installed in each column (11) bottom, in every left and right, a wooden backing plate (15) is established in two column (11) bottoms, iron nail stickfast is adopted between adjusting screw (14) and backing plate (15), by two, left and right coir rope (16) package bundle between backing plate (15) and bottom transverse horizontal bar (12), when package bundle should relax to ensure lifting, adjusting screw (14) does not come off and adjusting screw (14) can suitably be adjusted to suitable up and down,
The pavement slab (7) of walking of five crossbeams (6) longitudinally arranged that described walkway board is evenly arranged by left and right and full paving forms, crossbeam (6) is made with the lumps of wood, walk pavement slab (7) and adopt multilayer gluing plank, frame is on top layer transverse horizontal bar (12), walking pavement slab (7) adopts iron nail nail on crossbeam (6), and walk the left side of pavement slab (7) and rib (2) indirectly synapsis all adopt iron nail stickfast, the right walking pavement slab (7) adopts a vertical equity bar (8) to push down, walking on pavement slab (7) right side uprights with the fixing baseboard (9) of U-shaped pipe clamp (10), baseboard (9) adopts multilayer gluing plank to be made, about the support top of the indoor wooden large form of shear wall each 1/3rd places host node on metal binding wire rope (17) so that machinery lifting when installing and remove,
Described wooden angle mould plane is 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) is formed, panel (1) forms for the bamboo slab rubber fissure of displacement docks, rib (2) is the lumps of wood composition of one group of horizontal arrangement, iron nail is adopted to be connected between panel (1) with rib (2), back cord (3) is made up of the steel pipe that four groups are vertically arranged, gib headed bolt (4) is adopted to be connected between back cord (3) with rib (2), three horizontal hounds (21) are divided into by upper along hypotenuse, two ends and back cord (3) contact position buckle (13) of horizontal hound (21) are connected firmly, wire rope (17) is tied up so that mechanical hoisting in the position that back cord (3) top on front left two sides is on the lower side.
Priority Applications (1)
| 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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| CN103225394A CN103225394A (en) | 2013-07-31 |
| CN103225394B true CN103225394B (en) | 2015-04-08 |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
| CN104563515B (en) * | 2014-12-22 | 2016-08-17 | 中国建筑第八工程局有限公司 | The formwork erection structure of superelevation 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 |
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 |
| 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
- 2013-05-06 CN CN201310161992.1A patent/CN103225394B/en active Active
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 |
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