CN102720361A - Wide-span steel pipe hollow concrete floor plate lower suspending type truss moulding board construction method - Google Patents

Wide-span steel pipe hollow concrete floor plate lower suspending type truss moulding board construction method Download PDF

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Publication number
CN102720361A
CN102720361A CN201210201954XA CN201210201954A CN102720361A CN 102720361 A CN102720361 A CN 102720361A CN 201210201954X A CN201210201954X A CN 201210201954XA CN 201210201954 A CN201210201954 A CN 201210201954A CN 102720361 A CN102720361 A CN 102720361A
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CN
China
Prior art keywords
mould plate
steel pipe
truss mould
hollow
truss
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Pending
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CN201210201954XA
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Chinese (zh)
Inventor
王荣涛
蔡庆军
王大迎
李华
阮锋
郭青松
吴洪章
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Priority to CN201210201954XA priority Critical patent/CN102720361A/en
Publication of CN102720361A publication Critical patent/CN102720361A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a wide-span steel pipe hollow concrete floor plate lower suspending type truss moulding board construction method. The construction method comprises the following steps: preparing for construction, measuring paying-off, installing steel columns and steel beams, and installing a first T-shaped bracket below the first hollow steel pipes; installing a plurality of first hollow steel pipes, installing a truss moulding board, installing a final truss molding board, and installing a second hollow steel pipes; binding floor plate bottom layer steel bars, wherein concrete is poured in the truss molding board and the final truss molding board; and binding floor plate upper layer steel bars, and concreting the floor plate. The wide-span steel pipe hollow concrete floor plate lower suspending type truss moulding board construction method provided by the invention is adopted, and a system which can increase building clear height with no need of a supporting system in construction is realized; and the truss moulding board does not need to be disassembled and decorated after construction, and the method in the invention also has the advantages of low construction cost and simple working procedures.

Description

Hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe
Technical field
The present invention relates to a kind of truss mould plate job practices, refer to hanging truss mould plate job practices under the hollow concrete building plate of a kind of long-span steel pipe especially.
Background technology
Present truss mould plate job practices is normally directly laid truss mould plate on girder steel, reduced the building clear height, in construction, needs support system, also so inevitably can produce the input of materials such as supporting steel pipe, flitch; And after construction is accomplished, also need truss mould plate be removed and decorate, thereby the complexity of construction and required manpower have been strengthened; And that bottom steel system beam also need carry out is anticorrosion, fire prevention is handled, and has increased engineering quantity and processing cost.
Summary of the invention
The objective of the invention is to overcome the defective of prior art; And hanging truss mould plate job practices under the hollow concrete building plate of a kind of long-span steel pipe is provided; Realize a kind of building clear height that increased, need not support system in the construction, and need be to hanging truss mould plate job practices under the hollow concrete building plate of the long-span steel pipe that truss mould plate is removed and decorated after the construction; It is low to have construction cost, the simple advantage of operation.
The technical scheme that realizes above-mentioned purpose is:
Hanging truss mould plate job practices under the hollow concrete building plate of a kind of long-span steel pipe of the present invention comprises the steps:
Preparation of construction;
Measure unwrapping wire;
Steel column and girder steel are installed;
The one T type carriage is installed under first hollow steel pipe;
A plurality of said first hollow steel pipes are installed;
Truss mould plate is installed;
Position, end truss mould plate is installed;
Second hollow steel pipe is installed;
Colligation floor bottom layer of the reinforcing steel;
Concreting in said truss mould plate and position, said end truss mould plate;
Colligation floor top reinforcement;
Floorslab concrete is built.
An above-mentioned T type carriage is along the axial installation of said first hollow steel pipe; First end of a said T type carriage is positioned at the first end bottom of said first hollow steel pipe; Second end of a said T type carriage is positioned at second end, the one constant spacing place of said first hollow steel pipe of distance, and the length of said constant spacing is the length of a truss mould plate.
The a plurality of said first hollow steel pipe steps of above-mentioned installation further comprise:
Judge whether each said first hollow steel pipe satisfies length requirement, if do not satisfy, the mode of docking through pipeline section makes said first hollow steel pipe satisfy length requirement;
Said first hollow steel pipe that will satisfy length requirement through tower crane is in place;
Said first hollow steel pipe is welded in respectively between the said girder steel.
Above-mentioned installation truss mould plate step further comprises:
First end of current said truss mould plate is held on the supporting plate of two an adjacent said T type carriage second ends and pushes to the end vertically;
Current said truss mould plate is fastenedly connected with adjacent said girder steel or is connected with second end of a last truss mould plate;
Repeating step is paved with a said T type carriage until said truss mould plate.
Second end of a current above-mentioned truss mould plate and a last truss mould plate is fastened and connected.
Position, above-mentioned installation end truss mould plate step further comprises;
Be suspended in an end truss mould plate between second end of adjacent said first hollow steel pipe through hook;
Under second end of said first hollow steel pipe, weld one the 2nd T type carriage respectively, the supporting plate of said the 2nd T type carriage sets off position, said end truss mould plate;
First end of position, said end truss mould plate is connected with second end of adjacent truss mould plate, and second end and the adjacent said girder steel of position, said end truss mould plate is fastenedly connected.
Above-mentioned second hollow steel pipe is set in parallel between said first hollow steel pipe, and is fastenedly connected with adjacent girder steel.
Above-mentioned floorslab concrete is built and is carried out after concrete that step builds in said truss mould plate and said end position truss mould plate reaches constant intensity.
The present invention has been owing to adopted above technical scheme, makes it have following beneficial effect to be:
The employing of the one T type carriage and the 2nd T type carriage; Realized installation hanging under the truss mould plate; Increased the clear height of building, truss mould plate directly is cast in the concrete, and is stressed with steel pipe hollow pipe, girder steel, steel pipe column integral body; Need not support system in the construction, saved the input of materials such as supporting steel pipe, flitch.The above reinforced concrete floor of truss mould plate is built at twice; After building for the first time, wait concrete to arrive predetermined strength after, water build floor upper strata concrete again; Make concrete that girder steel and truss are all wrapped up; Make girder steel and truss not need anticorrosion, fire prevention processing, simplified subsequent handling, practiced thrift fire prevention, corrosion-resistant construction cost.It is low to have construction cost, the simple advantage of operation.
Description of drawings
Fig. 1 is system's cross section structure sketch map of hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe of the present invention;
Fig. 2 is the cross section structure sketch map of first hollow steel pipe that a T type carriage is installed of hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe of the present invention;
Fig. 3 is the side structure sketch map of first hollow steel pipe that a T type carriage is installed of hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe of the present invention;
Fig. 4 is the scheme of installation of the truss mould plate of hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe of the present invention;
Fig. 5 is the syndeton sketch map of position, the end truss mould plate of hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe of the present invention.
The specific embodiment
Below in conjunction with specific embodiment the present invention is described further.
See also Fig. 1, Fig. 4, hanging truss mould plate job practices under the hollow concrete building plate of a kind of long-span steel pipe of the present invention comprises the steps:
At first carry out preparation of construction;
Then measure unwrapping wire;
Then, steel column 4 and girder steel 5 are installed; The welding of girder steel 5, steel column 4 is welded in strict accordance with the requirement of Construction of Steel Structure inspection of quality standard, PQR, construction steel structure solder technology rules; After weld seam detection is qualified; Foreign material such as the iron rust on the timely removing steel component surface, rubbish are for the next procedure construction is got ready.
The one T type carriage 11 is installed again in first hollow steel pipe 1 time;
See also Fig. 2,3; The one T type carriage 11 is along the axial installation of first hollow steel pipe 1; First end of the one T type carriage 11 is positioned at the first end bottom of first hollow steel pipe 1; Second end of the one T type carriage 11 is positioned at second end, the one constant spacing place of distance first hollow steel pipe 1, and the length of constant spacing is the length of a truss mould plate 21.
Then, a plurality of first hollow steel pipes 1 are installed, are further comprised:
Judge whether each first hollow steel pipe 1 satisfies length requirement, if do not satisfy, the mode of docking through pipeline section makes first hollow steel pipe 1 satisfy length requirement;
First hollow steel pipe 1 that will satisfy length requirement through tower crane is in place;
First hollow steel pipe 1 is welded in respectively between the girder steel 5.
When first hollow steel pipe, 1 length of produce in factory can not meet the demands, can dock at the construction field (site), in docking operation, to prevent deformation of members, strict simultaneously control butt joint welding quality.After 1 butt joint of first hollow steel pipe finishes, need welding quality is carried out ultrasound examination.
Then, truss mould plate 21 is installed, truss mould plate 21 steps is installed further comprises:
First end of current truss mould plate 21 is held on the supporting plate of two an adjacent T type carriage 11 second ends and pushes to the end vertically;
Current truss mould plate 21 and adjacent girder steel 5 are fastenedly connected or are fastened and connected with second end of a last truss mould plate 21;
Repeating step is paved with a T type carriage 11 until truss mould plate 21.
Following hanging truss mould plate plane sequence of construction: the laying of every layer of truss mould plate 21 should be laid to a direction from original position, handles the edge template at last.
See also Fig. 4, the headspace level that truss mould plate 21 never welds a T type supporting plate 11 pushes between two first hollow steel pipes 1, and first truss mould plate 21 pushes away forward along the direction of first hollow steel pipe 1, till near the other end.All truss mould plates 21 all according to said method are installed in the working face.
In order to guarantee the smooth installation of last piece truss mould plate, the bottom T type supporting plate of first hollow steel pipe 1 does not weld earlier, and all headspaces should be near same axis.
Large tracts of land truss mould plate 21 gets into working face and installs and fixes later on, and position, end truss mould plate 22 temporarily is not installed this moment.
Adopt manner to connect between the truss mould plate 21, plate is connected with pull hook between the plate should be tight, spillage not when guaranteeing concreting; It is consistent to guarantee to arrange the plate direction simultaneously.
Span ending place is width if the truss mould plate of the wide not enough 576mm of plate dispatches from the factory, and can on the plate of cutting back a Pin or two truss structure templates 21 should be arranged with truss mould plate 21 along the cutting of truss mould plate 21 length directions, must not truss mould plate 21 be cut off.
Before truss mould plate construction, utilize the transit truss mould plate installation and control line that on floor hollow steel pipe boatswain chair, draws, the straightness error of guaranteeing truss mould plate is 10mm, and the mismatch of plate requires less than 5mm.
Truss mould plate 21 is parallel to girder steel 5 places; The overlap joint of bed die on girder steel 5 is not less than 30mm; Truss mould plate 21 is perpendicular to girder steel 5 places, and the lap length of vertical reinforcement on girder steel 5 of truss mould plate 21 disconnected portions promptly refers to the distance of the edge, top flange and the end vertical support reinforcing bar of girder steel 5; Be not less than 50mm, and should guarantee that zinc-plated bed die can snap on the girder steel 5.
After truss mould plate 21 is in place, should be immediately that the vertical reinforcement of its end and bed die and girder steel 5 spot welding is firm.With galvanized steel plain sheet and girder steel 5 spot welding, manual electric arc welding is adopted in welding along its length, and spacing is 300mm.
Then, position, end truss mould plate 22 is installed, position, end truss mould plate 22 steps is installed further comprises;
See also Fig. 5, an end truss mould plate 22 is suspended between second end of adjacent first hollow steel pipe 1 through linking up with 6;
The supporting plate that under second end of first hollow steel pipe 1, welds one the 2nd T type carriage, 12, the two T type carriages 12 respectively sets off position, end truss mould plate 22;
First end of position, end truss mould plate 22 is connected with second end of adjacent truss mould plate 21, and second end and the adjacent girder steel 5 of position, end truss mould plate 22 is fastenedly connected.
Position, end, every zone truss mould plate 22 is after getting into working face, and two ends need be caught on the two ends of position, end truss mould plate 22 with the hook 6 of interim making.Utilize hook 6, hook 6 adopts Φ 10 reinforcing bar field fabrications, and the welding of the 2nd T type carriage 12 at preformed hole position is carried out in the space that truss mould plate 22 pull-ups of position, end come, and carries out the fixing of position, end truss mould plate 22 after welding finishes.
Then, second hollow steel pipe 3 is installed; Second hollow steel pipe 3 is set in parallel between first hollow steel pipe 1, and is fastenedly connected with adjacent girder steel 5.
Colligation floor bottom layer of the reinforcing steel;
Then, in truss mould plate 21 and position, end truss mould plate 22, build the thick concrete of bed die 200mm;
In the thick concreting process of 200mm, the concrete piling height is forbidden to surpass the slab thickness that twice is built, and should not surpass 300mm.
Colligation floor top reinforcement 7 again;
At last, carry out floorslab concrete and build, floorslab concrete is built and is carried out after concrete that step builds in truss mould plate 21 and position, end truss mould plate 22 reaches intensity 75%.
More than combine accompanying drawing embodiment that the present invention is specified, those skilled in the art can make the many variations example to the present invention according to above-mentioned explanation.Thereby some details among the embodiment should not constitute qualification of the present invention, and the scope that the present invention will define with appended claims is as protection scope of the present invention.

Claims (8)

1. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe is characterized in that, comprises the steps:
Preparation of construction;
Measure unwrapping wire;
Steel column and girder steel are installed;
The one T type carriage is installed under first hollow steel pipe;
A plurality of said first hollow steel pipes are installed;
Truss mould plate is installed;
Position, end truss mould plate is installed;
Second hollow steel pipe is installed;
Colligation floor bottom layer of the reinforcing steel;
Concreting in said truss mould plate and position, said end truss mould plate;
Colligation floor top reinforcement;
Floorslab concrete is built.
2. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe according to claim 1; It is characterized in that; A said T type carriage is along the axial installation of said first hollow steel pipe; First end of a said T type carriage is positioned at the first end bottom of said first hollow steel pipe, and second end of a said T type carriage is positioned at second end, the one constant spacing place of said first hollow steel pipe of distance, and the length of said constant spacing is the length of a truss mould plate.
3. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe according to claim 1 is characterized in that, a plurality of said first hollow steel pipe steps of said installation further comprise:
Judge whether each said first hollow steel pipe satisfies length requirement, if do not satisfy, the mode of docking through pipeline section makes said first hollow steel pipe satisfy length requirement;
Said first hollow steel pipe that will satisfy length requirement through tower crane is in place;
Said first hollow steel pipe is welded in respectively between the said girder steel.
4. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe according to claim 2 is characterized in that, said installation truss mould plate step further comprises:
First end of current said truss mould plate is held on the supporting plate of two an adjacent said T type carriage second ends and pushes to the end vertically;
Current said truss mould plate is fastenedly connected with adjacent said girder steel or is connected with second end of a last truss mould plate;
Repeating step is paved with a said T type carriage until said truss mould plate.
5. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe according to claim 4 is characterized in that second end of a current said truss mould plate and a last truss mould plate is fastened and connected.
6. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe according to claim 4 is characterized in that, position, said installation end truss mould plate step further comprises;
Be suspended in an end truss mould plate between second end of adjacent said first hollow steel pipe through hook;
Under second end of said first hollow steel pipe, weld one the 2nd T type carriage respectively, the supporting plate of said the 2nd T type carriage sets off position, said end truss mould plate;
First end of position, said end truss mould plate is connected with second end of adjacent truss mould plate, and second end and the adjacent said girder steel of position, said end truss mould plate is fastenedly connected.
7. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe according to claim 1 is characterized in that said second hollow steel pipe is set in parallel between said first hollow steel pipe, and is fastenedly connected with adjacent girder steel.
8. hanging truss mould plate job practices under the hollow concrete building plate of long-span steel pipe according to claim 1; It is characterized in that said floorslab concrete is built and carried out after concrete that step builds reaches constant intensity in said truss mould plate and said end position truss mould plate.
CN201210201954XA 2012-06-18 2012-06-18 Wide-span steel pipe hollow concrete floor plate lower suspending type truss moulding board construction method Pending CN102720361A (en)

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CN201210201954XA CN102720361A (en) 2012-06-18 2012-06-18 Wide-span steel pipe hollow concrete floor plate lower suspending type truss moulding board construction method

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104372888A (en) * 2014-10-11 2015-02-25 成都聚智工业设计有限公司 Truss structure
CN105570539A (en) * 2015-12-21 2016-05-11 广州机施建设集团有限公司 Construction method of pipeline protection structure
CN104372888B (en) * 2014-10-11 2017-01-04 成都聚智工业设计有限公司 Truss structure
CN110258887A (en) * 2019-06-25 2019-09-20 杭州聚源建筑设计有限公司 A kind of long-span beams rod structure and its construction method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1352721A (en) * 1999-01-21 2002-06-05 国际筑造公司 Method for forming concrete floors
US20020104272A1 (en) * 2001-02-02 2002-08-08 Sanger Wallace D. Method of forming concrete building modules
US20040093817A1 (en) * 2002-11-18 2004-05-20 Salvador Pujol Barcons Refinements to the construction systems for structures in reinforced concrete or some other material by means of high-precision integral modular forms
CN101713237A (en) * 2009-11-17 2010-05-26 中国建筑第八工程局有限公司 Construction method of large-volume original decorative large pier stud fair-faced concrete
CN101949191A (en) * 2010-09-06 2011-01-19 中国建筑第八工程局有限公司 Method for constructing unsupported super-long irregularly-shaped overhanging floor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1352721A (en) * 1999-01-21 2002-06-05 国际筑造公司 Method for forming concrete floors
US20020104272A1 (en) * 2001-02-02 2002-08-08 Sanger Wallace D. Method of forming concrete building modules
US20040093817A1 (en) * 2002-11-18 2004-05-20 Salvador Pujol Barcons Refinements to the construction systems for structures in reinforced concrete or some other material by means of high-precision integral modular forms
CN101713237A (en) * 2009-11-17 2010-05-26 中国建筑第八工程局有限公司 Construction method of large-volume original decorative large pier stud fair-faced concrete
CN101949191A (en) * 2010-09-06 2011-01-19 中国建筑第八工程局有限公司 Method for constructing unsupported super-long irregularly-shaped overhanging floor

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
蔡庆军等: "大跨度钢管空心混凝土楼板下挂式钢筋桁架模板施工技术", 《施工技术》, vol. 40, no. 348, 10 September 2011 (2011-09-10), pages 78 - 80 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104372888A (en) * 2014-10-11 2015-02-25 成都聚智工业设计有限公司 Truss structure
CN104372888B (en) * 2014-10-11 2017-01-04 成都聚智工业设计有限公司 Truss structure
CN105570539A (en) * 2015-12-21 2016-05-11 广州机施建设集团有限公司 Construction method of pipeline protection structure
CN105570539B (en) * 2015-12-21 2018-03-20 广州机施建设集团有限公司 The construction method of pipeline protection structure
CN110258887A (en) * 2019-06-25 2019-09-20 杭州聚源建筑设计有限公司 A kind of long-span beams rod structure and its construction method

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Application publication date: 20121010