CN104532983B - A kind of concrete filled steel tube combined system of building and its building method - Google Patents
A kind of concrete filled steel tube combined system of building and its building method Download PDFInfo
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- CN104532983B CN104532983B CN201410656612.6A CN201410656612A CN104532983B CN 104532983 B CN104532983 B CN 104532983B CN 201410656612 A CN201410656612 A CN 201410656612A CN 104532983 B CN104532983 B CN 104532983B
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Abstract
Present invention is disclosed the concrete filled steel tube combined system and its building method of a kind of building, the inner side body of wall wherein built is to be built by laying bricks or stones and constituted by building block, collar tie beam shell and steel pipe, by pouring into a mould concrete curing molding in the steel pipe interted in being arranged in building block, collar tie beam shell, form main body frame, the load-carrying members of building, the warming plate and outer wall of inner side body of wall is sticked, then build by laying bricks or stones on the outside of warming plate and built by laying bricks or stones the siphonal lobe body of wall for constituting by narrow building block and spiral, in the through hole of narrow building block grafting spiral and pour into a mould concrete sizing；And steel pipe is directly proportional to the design height of building and is reduced by amount with the rising of floor floor height in the grafting quantity of building bottom, steel pipe spiral corresponding with outside integrally connects.Using technical scheme, the convenience degree of the anti-seismic performance, the motility of exterior wall beautification and building construction of various design height buildings is improve, labor intensity is little；The consumption of steel pipe and concrete is saved, transport, the construction cost of building materials is reduced.
Description
Technical field
The present invention relates to a kind of house architectural structure, more particularly to one kind is remarkably improved earthquake-resistant building ability and construction is imitated
The house architectural structure and its building construction method of rate.
Background technology
At present, conventional multilamellar, the method for construction of high-story house include following three kinds substantially：First is brick mix structure, its
Method of construction is cast collar tie beam, floor face when wall brick builds high to first floor, then followed by up laying bricks, until another floor
Height, then collar tie beam, floor face are poured into a mould, with this repeatedly, until architectural design height, the method is suitable to the building of 8 layers or so Lou Gao, its
The relatively inexpensive but shock resistance extreme difference of construction.Second is frame structure, and its method of construction is first will by design on house foundation
Seek laying ground floor reinforcing bar and the construction column and collar tie beam, floor face in house are supported with pouring template, then repeat to continue upward
Build by laying bricks or stones till design height, then by the front method successively filled wall in the framework, not only the construction wall built by the method
Frame structure seems burden on the contrary not to share the load of building, and cost is higher, anti seismic efficiency is not also good.3rd is basis
Every layer of house wall width, high prefabricated big wallboard, or even frame is first surrounded by monolayer height, successively lift on house foundation, per interlayer
Bar connecting point concentrates on same plane and connection, can not combine like the armored concrete for integrally pouring manufacture good after casting concrete
It is good, unfavorable antidetonation, also it is unfavorable for manufacturing self-heat conserving cavity, and heavy Over-size transport, lifting is both needed to many power consumptions, how expensive.
For the shortcoming that these conventional construction methods are present, industry technical staff to the block type of building block, material and
Building method proposes more or less Curve guide impeller, such as publication number：The open application for a patent for invention of CN 101413300A
Deng, but numerous technological improvements have excessively narrow in mind, and the antidetonation, material for building entirety drops weight, builds convenience by laying bricks or stones, is built into
This optimization does not propose constructive total solution, it is difficult to popularization and application, it is impossible to meets modernization, scale and builds
Demand, is also unfavorable for the formulation of building standard.
The content of the invention
In view of the defect that above-mentioned prior art is present, the purpose of the present invention is to propose to a kind of concrete filled steel tube combination of building
System and its building method, solve molding building aseismicity intensity, build light convenient, material, transport and construction cost optimization by laying bricks or stones
Comprehensive architectural problems.
Above-mentioned first purpose of the present invention, a kind of concrete filled steel tube combined system of building, the feature skill which is achieved
Art scheme is：The inner side body of wall of the building is to be built by laying bricks or stones and constituted by building block, collar tie beam shell and steel pipe, and the building block is provided with vertical insertion
Jack and air flue hole, the breadth of the jack meets Φ 80mm-160mm steel pipe grafting, and the upper and lower surface of building block
The convex tendon and groove closed with the mutual tenon grafting of adjacent side building block counter structure is provided with jack peripheral region, the collar tie beam shell is based on building block
The beam groove of lateral insertion is added, and collar tie beam shell is built in floor floor height position and built in closed in building block, continues and build on collar tie beam shell
Block, the steel pipe is more than Φ 70mm, the hollow pipe fitting of time perforate all over the body, and a part of steel pipe is plugged at building bearing cylinder and builds
In block, the jack of collar tie beam shell, a part of steel pipe, spiral lie across in being connected to beam groove and with the steel pipe of grafting in intersection phase
Connect, cast concrete sizing in whole steel pipes；The outer wall of the inner side body of wall is sticked warming plate；It is by narrow on the outside of the warming plate
Type building block and spiral build the siphonal lobe body of wall of composition by laying bricks or stones, and the narrow building block is provided with vertical insertion and is suitable to grafting spiral
Some through holes, and the upper and lower surface of narrow building block is provided with the mutual tenon of building block counter structure similar with adjacent side in through hole
Grafting close convex tendon and groove, in through hole grafting spiral and pour into a mould concrete sizing；Wherein described steel pipe is in building bottom
Grafting quantity be directly proportional to the design height of building and rise with floor floor height and reduce by amount, and steel pipe is corresponding with outside
Spiral integrally connect.
Further, in the concrete filled steel tube combined system of above-mentioned building, each described building block is provided with two side by side and inserts
Hole, tenon grafting conjunction is closed or is misplaced in the grafting of para-position tenon to the jack of two building blocks of adjacent layer one by one.
Further, in the concrete filled steel tube combined system of above-mentioned building, the building block is towards same layer side building block
Two sides be respectively equipped between the air drain for being spliced to form air flue hole, and two jacks some air flue holes for being provided with independent molding.
Further, in the concrete filled steel tube combined system of above-mentioned building, each described building block be provided only with a jack and
Each extend over to be formed to both sides and half hole slot for constituting jack, two building blocks of adjacent layer are engaged with same layer side building block counter structure
The grafting of jack para-position tenon close, or the jack para-position formed by the jack of a building block and half hole slot of adjacent layer another two building block
Tenon grafting is closed.
Further, in the concrete filled steel tube combined system of above-mentioned building, the building block is towards same layer side building block
Half hole slot end be provided with and splice the rib or groove for combining with side building block, and jack is formed around some air flues of independent molding
Hole.
Further, in the concrete filled steel tube combined system of above-mentioned building, the narrow building block is between through hole or through hole
Side is provided with the insulation sheet slot that is separated by and the wherein insulation sheet of grafting.
Further, in the concrete filled steel tube combined system of above-mentioned building, the siphonal lobe body of wall is included in distribution shape one
The greening formwork on the outside of narrow building block is built, greening formwork has plantation cavity volume.
Further, in the concrete filled steel tube combined system of above-mentioned building, the siphonal lobe body of wall includes and narrow building block phase
Between build greening formwork on the outside of the warming plate, the greening formwork is provided with plantation cavity volume and some with narrow building block identical logical
Hole, and the upper and lower surface of greening formwork is provided with mutual with the building block of adjacent side narrow or greening formwork counter structure in through hole
Tenon grafting close convex tendon and groove, in through hole grafting spiral and pour into a mould concrete sizing.
Further, in the concrete filled steel tube combined system of above-mentioned building, the collar tie beam shell is provided with lateral insertion and upside
Beam groove in open-like shape, steel pipe are lain across in being connected to beam groove and are connected in intersection with the steel pipe of grafting.
Further, in the concrete filled steel tube combined system of above-mentioned building, the collar tie beam shell is provided with lateral insertion and in hole
The beam groove of shape, spiral are lain across in being connected to beam groove and are staggered with the steel pipe of grafting.
Further, in the concrete filled steel tube combined system of above-mentioned building, the design height of the building is more than as vertical
The length of steel pipe of post, upper and lower two steel pipe joints are provided with axially hollow connection auxiliary, and the building block of correspondence joint,
Collar tie beam shell, steel pipe and steel pipe are arranged with the perforation of lateral insertion, and some spirals fix building block, collar tie beam in being connected to perforation
Shell, steel pipe and connection auxiliary.
Further, in the concrete filled steel tube combined system of above-mentioned building, the connection auxiliary is steel pipe socket, steel pipe shuttle
With the one kind in steel pipe bolt, the internal diameter of the steel pipe socket matched with the external diameter of steel pipe, external diameter and the steel pipe of the steel pipe shuttle
Internal diameter matches, and the steel pipe bolt stage casing is that external diameter is more than the cylinder of pipe diameter and the upper and lower both sides difference in relative stage casing
It is provided with the hitching post body that external diameter is matched with pipe diameter.
Further, in the concrete filled steel tube combined system of above-mentioned building, the building block that the collar tie beam shell is formed in one, and
The width of collar tie beam shell is equal with the width summation of the inner side body of wall, warming plate and siphonal lobe body of wall of building.
Further, in the concrete filled steel tube combined system of above-mentioned building, the collar tie beam shell one be laterally additionally provided with it is half open,
It is connected with the spiral in collar tie beam shell in half open-mouth as the reinforcing bar wire side of one of floor base material, and reinforcing bar wire side bottom
Side is provided with the disassembly-free heat-insulation block for supporting shape.
Further, in the concrete filled steel tube combined system of above-mentioned building, the building block of the inner side body of wall, collar tie beam shell are set to
The equivalent integrated warming plate of self-heat conserving block made by thermal insulation light aggregate, and self-heat conserving block outside partially is provided with the gas curtain of up/down perforation.
Above-mentioned second purpose of the present invention, a kind of building method of building steel tube Combined concrete system, based on above-mentioned group
Each component construction of fit system, it is characterised in that comprise the steps.
S11, according to building design height and metope gross area abundance get the raw materials ready, complete the laying of foundation beam in ground, and
Block most one layer of bottom building block is first arranged according to building bottommost floor horizontal wall shape structure on the foundation beam of ground.
Building block is successively built the design floor height built to architecture storey for S12, the method inserted using tenon, and keeps upper and lower layer to build
Vertical insertion is distinguished in the jack of block and air flue hole.
S13, the upper strata building block row by collar tie beam shell along step S12 molding metope build base and build in closed, and is being formed
Arrangement is lain across in beam groove as steel pipe, the spiral of collar tie beam, and floor base material is built by laying bricks or stones based on collar tie beam shell.
S14, repeat step S12, S13 are by floor laid segmental blocks and collar tie beam shell grafting steel pipe, cast coagulation in jack
Soil completes the inner side body of wall of whole building.
Wherein, S141, the design height of building be more than the length of steel pipe as column, in the semi-finished product of correspondence length of steel pipe
Lifting steel pipes are plugged at building bearing cylinder in the jack of building block on body of wall, and concrete is poured into a mould into steel pipe and overflow correspondence
Jack and beam groove.
S142, on the semi-finished product body of wall completed by step S141 continue build building block, repeat step S12, S13, the behaviour of S141
Complete the semi-finished product building wall of next section of length of steel pipe, and the rising with building height gradually reduces the steel pipe of institute's grafting
Consumption.
Steel tube suspending is plugged on semi-finished product body of wall by S143, the design height of building less than the length of steel pipe as column
Be connected at building bearing cylinder in the jack of building block, steel pipe is intercepted according to the design height of building and concrete is poured into a mould into steel pipe
Overflow corresponding jack and beam groove.
S15, it is sticked warming plate in the outer wall full width face of inner side body of wall.
S16, on the outside of warming plate from the foundation beam of ground using tenon insert method successively to it is on base build narrow building block to
Building top simultaneously makes the vertical insertion of through hole, lifts grafting spiral and pours into a mould concrete and overflow sizing, complete whole towards in through hole
The siphonal lobe body of wall of individual building.
Wherein by the screw-thread steel of foundation beam, building top and building wall random site before step S16 cast concrete
Muscle connects integral with steel pipe.
Second building method, S21, according to building design height and metope gross area abundance get the raw materials ready, complete in ground
The laying of foundation beam, and vertical weldering on the foundation beam of ground is according to the horizontal wall shape structure correspondence building bearing cylinder of building
The some steel pipes as column of company.
S22, building block is successively built build setting to architecture storey using the method that tenon is inserted according to the horizontal wall shape structure of building
Meter floor height, the jack and air flue hole for keeping upper and lower layer building block distinguish vertical insertion, and jack is socketed steel pipe in steel pipe position.
S23, the upper strata building block row by collar tie beam shell along step S22 molding metope build base and build in closed, in the beam for being formed
Arrangement is lain across in groove as steel pipe, the spiral of collar tie beam, and by steel pipe connect UNICOM, floor base material built by laying bricks or stones based on collar tie beam shell.
S24, repeat step S22, S23 are by floor laid segmental blocks and collar tie beam shell, and cast concrete completes whole in steel pipe
The inner side body of wall of individual building.
Wherein, S241, the design height of building be more than the length of steel pipe as column, when building block build the height built reach it is right
Length of steel pipe is answered, then time-out base is built and concrete is poured into a mould into steel pipe and overflows corresponding jack and beam groove.
S242, on the semi-finished product body of wall completed by step S241 continue weldering as column steel pipe, and the consumption of steel pipe with
Building height is raised and is reduced by amount, and repeat step S22, S23, the operation of S241 complete the semi-finished product wall of next section of length of steel pipe
Body is built by laying bricks or stones.
S243, the design height of building are built when building block base and reach design height intercepting less than the length of steel pipe as column
Steel pipe and into steel pipe pour into a mould concrete overflow corresponding jack and beam groove.
S25, it is sticked warming plate in the outer wall full width face of inner side body of wall.
S26, spiral fixed is set from the vertical weldering upwards of foundation beam of ground on the outside of the warming plate, using the slotting side of tenon
Narrow building block is successively built to building top and makes through hole be socketed spiral on base by method, pours into a mould concrete overflow towards in through hole
Sizing, completes the siphonal lobe body of wall of whole building.
Wherein by the screw-thread steel of foundation beam, building top and building wall random site before step S26 cast concrete
Muscle connects integral with steel pipe.
Further, in the building method of the concrete filled steel tube combined system of above-mentioned building, first by building block list in step 22
Solely build and build up body of wall module, the jack and air flue hole for keeping upper and lower layer building block distinguishes vertical insertion, then using integral hoisting
Body of wall module is carried to the correspondence position of building and jack is socketed steel pipe in steel pipe position by method.
Using the concrete filled steel tube combined system and its building method of present invention building, possess relative to traditional construction technique
Very significant technique effect：Design and using hollow rate up to more than 50% high-strength building block as building core load-bearing
Part, combines grafting steel pipe, reinforcing bar, cast concrete formation at building cylinder position and reinforces, improve various design heights and build
The convenience degree of the anti-seismic performance, the motility of exterior wall beautification and building construction built, labor intensity are little；And building element itself
Weight is less, and rational construction saves the consumption of steel pipe and concrete, reduces transport, the construction cost of building construction.
Description of the drawings
Fig. 1 is the embodiment outside drawing of present invention building inner side body of wall.
Fig. 2 is the generalized section that the concrete filled steel tube combined system one of present invention building preferably implements wall.
Fig. 3 is the bottom of building block in Fig. 2 to structural representation.
Fig. 4 is another embodiment of building block of the present invention（Application shown in Fig. 1）Overlooking the structure diagram.
Fig. 5 is the structural representation of steel pipe used in the concrete filled steel tube combined system that the present invention builds.
Fig. 6 is the enlarged diagram of part A structure in Fig. 1.
Fig. 7 is the structure sectional view of line B-B in Fig. 6.
Fig. 8 is the enlarged diagram at another visual angle of part B structure in Fig. 1.
Fig. 9 is a kind of structure decomposition figure of embodiment of light pipe connection in concrete filled steel tube combined system of the present invention.
Figure 10 is the schematic appearance after Fig. 9 assemblings.
Figure 11 is the structure decomposition figure of another kind of embodiment of light pipe connection in concrete filled steel tube combined system of the present invention.
Figure 12 is the structural representation after Figure 11 assemblings.
Specific embodiment
Hereinafter just accompanying drawing in conjunction with the embodiments, is described in further detail to the specific embodiment of the present invention, so that of the invention
Technical scheme is more readily understood, grasps.
The present invention completely newly proposes a kind of steel of building for many defects such as traditional building material, building methods
Pipe concrete combined system and its building method, solve molding building aseismicity intensity, build that convenient, material is light by laying bricks or stones, transport and build
The comprehensive architectural problems of cost optimization are made, is that one kind has ground-breaking innovation scheme.
From the point of view of technical solution of the present invention is summarized, the architectural feature from-inner-to-outer of the concrete filled steel tube combined system of its building is
Inner side body of wall, warming plate, siphonal lobe body of wall, the composite multi-layer metope of finish coat；From the point of view of respectively.
The inner side body of wall of the building is to be built by laying bricks or stones and constituted by building block 1, collar tie beam shell and steel pipe 7.With a preferred embodiment of the present invention
Building block 1 combine accompanying drawing 1, Fig. 2, Fig. 3, Fig. 5 from the point of view of, it is provided with the jack 11 of vertical insertion and air flue hole 12, the jack 11
Breadth meets the steel pipe grafting of Φ 80mm-160mm, and the upper and lower surface of building block 1 is provided with and adjacent side in jack peripheral region
Convex tendon 13 and groove 14 that the mutual tenon grafting of building block counter structure is closed.Although not shown, but the collar tie beam shell is added collar tie beam shell based on building block
If the beam groove of lateral insertion, lie across when beam groove is suitable for building and building by laying bricks or stones steel pipe, spiral, and collar tie beam shell is only in floor floor height position
Put base to build in closed in building block, continue on collar tie beam shell and build building block.It is appreciated that：This creation Girth shell is based on building block, and assigns
The structure for giving building block new and function.Additionally, in jack 11, the steel pipe 7 of grafting is more than Φ 70mm, time perforate 71 is hollow all over the body
Pipe fitting, most steel pipe is plugged in building block at building bearing cylinder, in the jack of collar tie beam shell（It is not all of the jack of building block
In）, another part steel pipe is then lain across in beam groove with spiral and is connected in intersection with the steel pipe of grafting, in whole steel pipes
Cast concrete eight overflows duct the coagulation forming body of wall that whole jack is formed.
The outer wall of inner side body of wall is sticked warming plate 3.According to building conception, the wall thickness of above-mentioned inner side body of wall is about 200mm, and
The wall thickness of warming plate 3 is about 70mm-80mm.As inside and outside leaf body of wall insulation plate is isolated, it is possible thereby to obtain relatively conventional inserting
It is incubated the more superior thermal and insulating performance of the building of built by laying bricks or stones the composition of chip building block.
It is to be built by laying bricks or stones the siphonal lobe body of wall for constituting by narrow building block 4 and spiral 6 on the outside of warming plate 3, narrow building block 4 is provided with vertical
To insertion and some through holes 41 of grafting spiral are suitable to, and the upper and lower surface of narrow building block 4 is provided with through hole
Convex tendon 42 and groove that the mutual tenon grafting of similar with adjacent side building block counter structure is closed（It is not shown, with building block groove in the same manner）, through hole
In 41 grafting spiral 6 and pour into a mould concrete eight sizing.
Wherein steel pipe is directly proportional to the design height of building and with the rising of floor floor height in the grafting quantity of building bottom
Reduce by amount.For example, when building floor height is less than 10 layers, conventional reinforcing bar, length of steel pipe without the need for continued access, then in the every of building bottom
Five to seven steel pipes of grafting at individual load-bearing cylinder, as shown in figure 1, as adopted steel pipe both sides in the middle of relatively each in the case of quarter pillar
Three steel pipes；Adopt in the case of T-shaped load-bearing pillar piece steel of each grafting is distinguished in two adjacent jacks of three side of steel pipe in the middle of relatively
Pipe；And work as that construction level is tall and big in 50 layers, conventional reinforcing bar, length of steel pipe cannot meet a grafting and complete entirely in this case
Building process, and as the floor number of plies is constantly raised, the inevitable stepped increase downwards of load-bearing distribution of building, therefore building
Grafting nine to ten one is built at each load-bearing cylinder of bottom with steel pipe, and steel is reduced in right amount at the load-bearing cylinder after several layers upwards
Pipe quantity（Seven to nine）；Reduce by amount upwards by that analogy（Decrement scope is optional between 8%-15%）.Can be expired with this
It is appropriate while sufficient Building Structure Strength to save steel pipe or concrete amount.But for design height and relatively low low of shockproof requirements
Low block or villa, only need to be using the steel pipe of a piece Φ 200mm of a grafting at the corresponding knuckle load-bearing, and full building is using single then
The distributed grafting of steel pipe, and the method that steel pipe and corresponding building block are fixed using cast concrete, you can complete the structure in such house
Build, be effectively controlled on cost on the premise of structural strength meets the requirements.Especially, it should be noted that：Above-mentioned siphonal lobe body of wall
Not insulation plate is isolated and each independent wall body structure with inner side body of wall, wherein the screw-thread steel of steel pipe and outside correspondence position
Muscle passes through reinforcing bar of the two ends with crotch or weldering line reinforcing bar integrally connects, and significantly increases the structural strength of building.
Although the technical scheme of above-mentioned summary is more clear, substantially embody the technological core feature of this creation.But in tool
When body is implemented, it also has the refinement scheme of plurality of optional, and details are as follows.
The base of each building block in the concrete filled steel tube combined system of block embodiments one, as shown in Figures 2 and 3 above-mentioned building
Plinth structure, it is provided with two jacks side by side, and in addition to the breadth specification for meeting aforementioned jack, the hollow rate of whole building block needs to meet
More than 50%.When being built by laying bricks or stones, can be by the para-position tenon grafting conjunction one by one of the jack of two building blocks of adjacent layer, it is also possible to by adjacent layer
The jack dislocation tenon grafting of two building blocks is closed, i.e., successively dislocation is assembled, and structural strength is further lifted.And above-mentioned building block 1 exists
Two sides towards same layer side building block are respectively equipped with the air drain 15 that is spliced to form air flue hole 12b, also are provided with solely between two jacks
Some air flue hole 12a of vertical molding.Thus, then when building block is assembled successively to misplace, above-mentioned a certain layer building block independence molding
The air flue hole 12b that air flue hole 12a is just spliced to form with adjacent upper or adjacent lower building block connects.
The base structure of block embodiments two, as shown in Figure 1 and Figure 4 building block, the building block 2 be provided only with a jack 21 and to
Both sides are each extended over to be formed and half hole slot for constituting jack are engaged with same layer side building block counter structure（Do not identify）, i.e., two figures
The building block 2 shown mutually is spliced, and its relative two halves hole slot is spliced to form in 21 identical mating receptacles of jack.In the same manner, the block
The upper and lower surface of block also be provided with jack and half hole slot the convex tendon 23 that the mutual tenon grafting of building block counter structure similar with adjacent side closes and
Groove（It is not shown）.It is corresponding with the building block of embodiment one, four air flues of independent molding are provided with 21 circumferential side of jack
Hole 22, with the lateral continuity of building block, forms two air flue holes between each two jack.When being built by laying bricks or stones, can be by adjacent layer
The jack para-position tenon grafting of two building blocks is closed, it is also possible to by the jack of a building block and half hole slot institute shape of adjacent layer another two building block
Into the grafting of jack para-position tenon close, i.e., successively dislocation assemble, structural strength is further lifted.And the building block 2 is towards same layer
Half hole slot end of side building block is provided with splices the rib 25 or groove 24 for combining with side building block.
Block embodiments three, above-mentioned collar tie beam shell details although not shown, cause are that it also has wide optional enforcement
Example, the one collar tie beam shell are provided with lateral insertion and beam groove of the upside in open-like shape, and now the part as collar tie beam only needs to use
Steel pipe, and lain across in beam groove and connected in intersection with the steel pipe of grafting.
Two, the collar tie beam shell is provided with lateral insertion and in poroid beam groove, is now used as the support section of collar tie beam
Just can be steel pipe, spiral or both combination, steel pipe and spiral are lain across and are connected in beam groove and and grafting
Steel pipe be staggered.
Third, the building block that the collar tie beam shell is formed in one, and the inner side body of wall of the width of collar tie beam shell and building, warming plate and
The width summation of siphonal lobe body of wall is equal.I.e. build at each floor height only collar tie beam shell in building, in, outer three layers, and base
In the collar tie beam shell, would be even more beneficial to siphonal lobe body of wall is accurately positioned the raising built by laying bricks or stones with soundness.
Block embodiments four, from the angle for simplifying concrete filled steel tube combined system, the building block of above-mentioned inner side body of wall, circle
Beam shell can also be set to the equivalent integrated warming plate of self-heat conserving block by made by the thermal insulation light aggregates such as slag, haydite, and self-heat conserving block is inclined
Outside is provided with the slotted eye of the gas curtain and cuttage insulation sheet of up/down perforation, thus can simplify the construction wall structure of non-bearing part,
Further optimize block structure, efficiency is built in lifting by laying bricks or stones.
Fourth, as shown in figure 8, can be also laterally provided with one at respective storey based on any of the above-described kind of collar tie beam shell embodiment
Half open 26b, is then connected with the spiral in collar tie beam shell in half open-mouth as the reinforcing bar wire side of one of floor base material,
The facility of floor laying is provided.By the way, after the attaching operation for completing reinforcing bar wire side and before carrying out floorslab concrete pouring, also
Operation can be supported from disassembly-free heat-insulation block in reinforcing bar wire side bottom side, when concrete lay and solidify sizing after just with exempt to tear open
Insulation is bonded soon and is integrated and firm floor face.
Additionally, in the concrete filled steel tube combined system of present invention building, narrow building block 4 is between through hole or through hole side sets
There is the insulation sheet slot 43 that is separated by and the wherein insulation sheet of grafting（Do not identify）.For the siphonal lobe body of wall, its wall body structure also has
There is the embodiment of multiselect.In the concrete filled steel tube combined system of the above-mentioned building of one, the component of building is included in distribution shape one
Body builds the greening formwork on the outside of narrow building block, and greening formwork has plantation cavity volume（Embodiment is not shown）, the two is above-mentioned
The concrete filled steel tube combined system of building includes the greening formwork 5 built on the outside of warming plate alternate with narrow building block, the greening
Formwork 5 is provided with plantation cavity volume 53 and is existed with some through holes 51 of narrow building block identical, and the upper and lower surface of greening formwork 5
Through hole is provided with the convex tendon 52 and groove closed with the building block of adjacent side narrow or the mutual tenon grafting of greening formwork counter structure, inserts in through hole
Connect spiral 6 and pour into a mould concrete eight sizing（Build by laying bricks or stones and fixed form is identical with narrow building block）.And above-mentioned greening formwork 5
The also optional slot structure for being provided for grafting insulation sheet.In general, above-mentioned greening formwork can be built by laying bricks or stones narrow with separately distributed formula
On the outside of type building block, it is also possible to build by laying bricks or stones on the outside of narrow building block in a row, in column, can inlay again the mode built by laying bricks or stones in a row, in column, point
Cloth or building by laying bricks or stones into special pattern.And, used as another optional embodiment, the lateral surface of above-mentioned narrow building block is exposed
Place can be sticked colored decorations stone.
In addition, piecewise continued access steel pipe is needed in the case where skyscraper is applied to, upper and lower two steel pipe joints are provided with
Axially hollow connection auxiliary, and correspondingly the building block of joint, collar tie beam shell, steel pipe and connection auxiliary are provided with wearing for lateral insertion
Building block, collar tie beam shell, steel pipe and connection auxiliary are fixed in hole, some spirals in being connected to perforation.Can be with as connection auxiliary
It is the one kind in steel pipe socket, steel pipe shuttle and steel pipe bolt.From the point of view of respectively：The internal diameter of steel pipe socket 73 is matched with the external diameter of steel pipe（Fig. 8
Illustrated embodiment）.
As shown in Figure 9 and Figure 10, in the embodiment two steel pipes connection select be steel pipe shuttle 73a, the steel pipe shuttle
External diameter is matched with the internal diameter of steel pipe.As illustrated, the steel pipe shuttle can also be divided into two sections, and hypomere appearance is set to outer spiral shell
Stricture of vagina 732a.Correspondingly, the steel pipe 7a tops internal face in the present embodiment is provided with corresponding female thread 74a, and steel pipe two ends set respectively
There is the perforation 72 of insertion, similarly, steel pipe shuttle also is provided with the perforation corresponding with punch position, pore size set by steel pipe
731a.On the basis of the steel pipe 7a and steel pipe shuttle 73a of the present embodiment, the process of the steel pipe continued access is to be threadedly coupled steel pipe shuttle
To the top of downside steel pipe, and make para-position insertion of boring a hole accordingly, and by upside steel pipe be socketed in steel pipe shuttle epimere and while
Complete para-position of boring a hole, then wear connect spiral 6 and reinforcing bar linking bond 61 realize length of steel pipe to positioning locking.Wherein screw thread
Reinforcing bar 6 can as the support section of collar tie beam, as long as generally 6 quantity of spiral enough can meet intensity requirement,
And if grafting reinforcing bar linking bond 61, then can further enhance structural strength.Supplementary notes are, it is illustrated that the embodiment can be with
For building T-shaped cylinder.In the same manner, steel pipe shuttle with length to being set to full external screw thread, and can arrange bearing pin with spacing in certain position
What steel pipe was connected is rotated further, it is also possible to realize the steel pipe continued access of above-described embodiment.
As is illustrated by figs. 11 and 12, in the embodiment two steel pipes connection select be steel pipe bolt 73b, in the steel pipe bolt
Section is for external diameter is more than the cylinder 732b of steel pipe 7b internal diameters and relative the upper and lower of stage casing is respectively provided on two sides with external diameter and pipe diameter
The hitching post body for matching（Do not identify）.Ibid embodiment, steel pipe 7b also is provided with perforation 72, and steel pipe bolt 73b also is provided with position
The perforation 731b corresponding with pore size.On the basis of the steel pipe 7b and steel pipe bolt 73b of the present embodiment, the steel pipe continued access
Process supports cylinder 732b for steel pipe bolt is plugged to downside steel pipe top first, and makes para-position insertion of boring a hole accordingly, and incite somebody to action
Upside steel pipe be also socketed in steel pipe bolt epimere hitching post body and while complete bore a hole para-position, then wear and connect spiral 6 and reinforcing bar
Linking bond 61 realize length of steel pipe to positioning locking.The embodiment can be used to face body of wall directly, can save with respect to previous embodiment
Omit partial threads reinforcing bar.
Except above-mentioned fastener for connection implement make an exception, can also in the form of upper strata steel pipe successively decreases with respect to lower floor's light pipe diameter by
The embodiment of the nested positioning of layer, building operation convenience by laying bricks or stones will greatly improve.
The broad techniques scheme of building method of the present invention, main to build scheme by laying bricks or stones comprising two species, order, one is
Insert reinforcing bar, steel pipe, concrete perfusion is shaped, the two is first framework steel tube, the vertical post of reinforcing bar then builds building block by laying bricks or stones building block is built by laying bricks or stones first after,
Concrete perfusion is shaped.With reference to aforementioned each element structure step by step from the point of view of.
The first building method, S11, according to building design height and metope gross area abundance get the raw materials ready, complete in ground
The laying of foundation beam, common process are hereby not described in detail.And according to building bottommost floor horizontal wall shape knot on the foundation beam of ground
Structure first arranges block most one layer of bottom building block.
Building block is successively built the design floor height built to architecture storey for S12, the method inserted using tenon（N-th layer）, can be one
One para-position tenon grafting is closed, or is misplaced tenon grafting and closes, and need to only keep the jack and air flue hole difference of upper and lower layer building block vertical
Insertion.
S13, the upper strata building block row by collar tie beam shell along step S12 molding metope build base and build in closed, and is being formed
Arrangement is lain across in beam groove as steel pipe, the spiral of collar tie beam, and floor base material is built by laying bricks or stones based on collar tie beam shell.
S14, repeat step S12, S13 need note here by floor laid segmental blocks and collar tie beam shell the grafting steel pipe in jack
Meaning be institute's grafting steel pipe need in intersection, weldering be connected with the steel pipe lain across as collar tie beam, naturally it is also possible to be not attached to.
Then concrete, the outflow of hole 71 through steel pipe being poured into a mould in steel pipe and overflowing whole jack, beam groove, whole building is completed with this
Inner side body of wall.
Wherein, S141, the design height of building be more than the length of steel pipe as column, in the semi-finished product of correspondence length of steel pipe
Lifting steel pipes are plugged at building bearing cylinder in the jack of building block on body of wall, and concrete is poured into a mould into steel pipe and overflow correspondence
Jack and beam groove.
S142, on the semi-finished product body of wall completed by step S141 continue build building block, repeat step S12, S13, the behaviour of S141
Complete the semi-finished product building wall of next section of length of steel pipe, and the rising with building height gradually reduces the steel pipe of institute's grafting
Consumption（Addressed before principle）.
Steel tube suspending is plugged on semi-finished product body of wall by S143, the design height of building less than the length of steel pipe as column
Be connected at building bearing cylinder in the jack of building block, steel pipe is intercepted according to the design height of building and concrete is poured into a mould into steel pipe
Overflow corresponding jack and beam groove.
S15, it is sticked warming plate in the outer wall full width face of inner side body of wall.
S16, on the outside of warming plate from the foundation beam of ground using tenon insert method successively to it is on base build narrow building block to
Building top simultaneously makes the vertical insertion of through hole, lifts grafting spiral and pour into a mould concrete and overflow sizing towards in through hole, according to building
Build the difference of design height and take different constructions, the siphonal lobe body of wall of whole building is completed with reference to step S141 to S143.
In the case of Specific construction, step S16 cast concrete before by foundation beam, building top can be by spiral and steel
Pipe connects integral；Also perforation can be opened up in the side wall of part-block, reinforcing bar is connected in building using the reinforcing bar or weldering of two ends buckle
Both are connected and are integrated by metope random site, then pour into a mould concrete again.
Second building method, S21, according to building design height and metope gross area abundance get the raw materials ready, complete in ground
The laying of foundation beam, and vertical weldering on the foundation beam of ground is according to the horizontal wall shape structure correspondence building bearing cylinder of building
The some steel pipes as column of company.
S22, building block is successively built build setting to architecture storey using the method that tenon is inserted according to the horizontal wall shape structure of building
Meter floor height, can be that tenon grafting conjunction is closed, or misplaced in para-position tenon grafting one by one, need to only keep the jack of upper and lower layer building block
Vertical insertion is distinguished with air flue hole, and jack is socketed into steel pipe in steel pipe position.
S23, the upper strata building block row by collar tie beam shell along step S22 molding metope build base and build in closed, in the beam for being formed
Arrangement is lain across in groove as steel pipe, the spiral of collar tie beam, and by steel pipe connect UNICOM, floor base material built by laying bricks or stones based on collar tie beam shell.
S24, repeat step S22, S23 are by floor laid segmental blocks and collar tie beam shell, and cast concrete completes whole in steel pipe
The inner side body of wall of individual building.
Wherein, S241, the design height of building be more than the length of steel pipe as column, when building block build the height built reach it is right
Length of steel pipe is answered, then time-out base is built and concrete is poured into a mould into steel pipe and overflows corresponding jack and beam groove, complete after concrete setting
Into semi-finished product body of wall.
S242, on the semi-finished product body of wall completed by step S241 continue weldering as column steel pipe, and the consumption of steel pipe with
Building height is raised and is reduced by amount, and repeat step S22, S23, the operation of S241 complete the semi-finished product wall of next section of length of steel pipe
Body is built by laying bricks or stones.
S243, the design height of building are built when building block base and reach design height intercepting less than the length of steel pipe as column
Steel pipe and into steel pipe pour into a mould concrete overflow corresponding jack and beam groove.
S25, it is sticked warming plate in the outer wall full width face of inner side body of wall.
S26, spiral fixed is set from the vertical weldering upwards of foundation beam of ground on the outside of the warming plate, using the slotting side of tenon
Narrow building block is successively built to building top and makes through hole be socketed spiral on base by method, pours into a mould concrete overflow towards in through hole
Sizing, completes the siphonal lobe body of wall of whole building.
In the case of Specific construction, step S26 cast concrete before by foundation beam, building top can be by spiral and steel
Pipe connects integral；Also wears groove can be opened up in the side wall of part-block, first connects reinforcing bar and building using the reinforcing bar or weldering of two ends buckle
Both are connected and are integrated by walling face random site, are then assembled building block and narrow building block, greening formwork again, are finally poured into a mould coagulation
Soil.
Separately there is a kind of easier embodiment, first building block can be individually built in above-mentioned steps 22 and build up body of wall module,
The jack and air flue hole for keeping upper and lower layer building block distinguishes vertical insertion, then removes body of wall module using the method for integral hoisting
It is transported to the correspondence position of building and jack is socketed into steel pipe in steel pipe position.Modularity is carried out with this to build by laying bricks or stones, to improve overall effect
Rate.
As shown in Figure 6 and Figure 8, in body of wall on the inside of the building of Fig. 1 in the two-part schematic appearance of A, B, the inside wall
The building block of form described in the used embodiment two of body, and the linking of steel pipe is realized using steel pipe socket.Special its collar tie beam
Shell（As a kind of special building block 2）The concrete structure at place is：While the joining place of correspondence steel pipe, then should at building bearing cylinder
Place's collar tie beam shell is provided with the perforation of lateral insertion, and the steel pipe 7 and steel pipe socket 73 of relevant position also are provided with perforation 72.Complete collar tie beam shell
Build by laying bricks or stones, steel pipe socket implantation, after steel pipe grafting, can be using in lateral grafting spiral 6 and playing the reinforcing bar connection of booster action
Those parts of 61 insertion of key, two-layer steel pipe the determining on building height direction for be achieved in collar tie beam shell, steel pipe socket, being mutually connected
Position.As shown in fig. 7, upper strata collar tie beam shell 2a is mutually built up and down with lower floor collar tie beam shell 2b, and steel pipe is then set in jack therein
Connect in steel pipe socket 73, and after being cast concrete eight in working as steel pipe, will be by from excessive to whole collar tie beam shell inner chamber of boring a hole, bag
Reinforcing bar is covered, the final shaping becomes two big building primary structure of the collar tie beam of high degree of combining closely and cylinder.
The creation core of the present invention is presented from building structure, component and building method many-side to sum up, reason of being therefrom not difficult
Solution, possesses very significant technique effect relative to traditional construction technique：Design and using the high-strength of hollow rate up to more than 50%
Core supporting part of the degree building block as building, combines grafting steel pipe, cast concrete formation at building bearing cylinder position and adds
Gu, improve the anti-seismic performance of various design heights building, and also improve motility and the building construction of exterior wall beautification
Convenience degree, labor intensity are little.As hollow rate is higher, building element weight itself is less, and reasonably constructs and save steel
The consumption of pipe and concrete, reduces transport, the construction cost of building construction.Certain scale height, the building taken up an area, Jing materials
The accounting of the costs such as material, freight charges, energy consumption and construction, it is using the savable cost of technical solution of the present invention more than 60%, economical
It is notable with social benefit.
Except the above-mentioned enforcement exception for enumerating, the present invention still has numerous embodiments, all employing equivalents or equivalent change
The all technical schemes changed and formed, are within the scope of the present invention.
Claims (18)
1. the concrete filled steel tube combined system of a kind of building, it is characterised in that：The inner side body of wall of the building is by building block, collar tie beam
Shell and steel pipe build composition by laying bricks or stones, and the building block is provided with the jack of vertical insertion and air flue hole, and the breadth of the jack meets Φ 80mm-
160mm steel pipe grafting, and the upper and lower surface of building block is provided with and the mutual tenon of adjacent side building block counter structure in jack peripheral region
Convex tendon and groove that grafting is closed, the collar tie beam shell add the beam groove of lateral insertion, and collar tie beam shell in floor floor height position based on building block
Put base to build in closed in building block, continue on collar tie beam shell and build building block, the steel pipe is more than Φ 70mm, time perforate is hollow all over the body
Pipe fitting, a part of steel pipe is plugged in building block at building bearing cylinder, in the jack of collar tie beam shell, and a part of steel pipe, spiral are horizontal
Extend in being connected to beam groove and connect in intersection with the steel pipe of grafting, cast concrete sizing in whole steel pipes；
The outer wall of the inner side body of wall is sticked warming plate；
It is to be built by laying bricks or stones the siphonal lobe body of wall for constituting by narrow building block and spiral on the outside of the warming plate, the narrow building block is provided with vertical
To insertion and some through holes of grafting spiral are suitable to, and the upper and lower surface of narrow building block is provided with and neighbour in through hole
Convex tendon and groove that the mutual tenon grafting of the similar building block counter structure in side is closed, grafting spiral to pour into a mould concrete fixed in through hole
Type；
Wherein described steel pipe is directly proportional to the design height of building and with the rising of floor floor height in the grafting quantity of building bottom
Reduce by amount, and steel pipe spiral corresponding with outside integrally connects.
2. the concrete filled steel tube combined system built according to claim 1, it is characterised in that：Each described building block is provided with simultaneously
Two jacks of row, tenon grafting conjunction is closed or is misplaced in the grafting of para-position tenon to the jack of two building blocks of adjacent layer one by one.
3. the concrete filled steel tube combined system built according to claim 2, it is characterised in that：The building block is towards same layer
The two sides of side building block are respectively equipped with the air drain for being spliced to form air flue hole, and if the dry gas of independent molding is provided between two jacks
Road hole.
4. the concrete filled steel tube combined system built according to claim 1, it is characterised in that：Each described building block is provided only with
One jack and each extending over to both sides to be formed and half hole slot for constituting jack engaged with same layer side building block counter structure, adjacent
The jack para-position tenon grafting of two building block of layer is closed, or the jack of a building block is formed with half hole slot of adjacent layer another two building block
The grafting of jack para-position tenon close.
5. the concrete filled steel tube combined system built according to claim 4, it is characterised in that：The building block is towards same layer
Half hole slot end of side building block is provided with splices the rib or groove for combining with side building block, and if jack is formed around independent molding
Dry gas road hole.
6. the concrete filled steel tube combined system built according to claim 1, it is characterised in that：The narrow building block is in through hole
Between or through hole side be provided with the insulation sheet slot that is separated by and the wherein insulation sheet of grafting.
7. the concrete filled steel tube combined system built according to claim 1, it is characterised in that：The siphonal lobe body of wall includes
Distribution shape one builds the greening formwork on the outside of narrow building block, and greening formwork has plantation cavity volume.
8. the concrete filled steel tube combined system built according to claim 1, it is characterised in that：The siphonal lobe body of wall include with
The alternate greening formwork built on the outside of the warming plate of narrow building block, the greening formwork be provided with plantation cavity volume and with narrow building block phase
With some through holes, and afforest formwork upper and lower surface through hole be provided with and the building block of adjacent side narrow or greening formwork pair
Convex tendon and groove that the mutual tenon grafting of structure closes are answered, in through hole, grafting spiral concrete sizing is poured into a mould.
9. the concrete filled steel tube combined system built according to claim 1, it is characterised in that：The collar tie beam shell is provided with laterally
The beam groove of insertion and upside in open-like shape, steel pipe are lain across in being connected to beam groove and are connected in intersection with the steel pipe of grafting.
10. the concrete filled steel tube combined system built according to claim 1, it is characterised in that：The collar tie beam shell is provided with side
To insertion and in poroid beam groove, spiral is lain across in being connected to beam groove and is staggered with the steel pipe of grafting.
The 11. concrete filled steel tube combined systems built according to claim 1, it is characterised in that：The design of the building is high
More than the length of steel pipe as column, upper and lower two steel pipe joints are provided with axially hollow connection auxiliary, and correspondence phase to degree
The building block at the place of connecing, collar tie beam shell, steel pipe and steel pipe are arranged with the perforation of lateral insertion, and some spirals are connected to solid in perforation
Determine building block, collar tie beam shell, steel pipe and connection auxiliary.
The 12. concrete filled steel tube combined systems built according to claim 11, it is characterised in that：The connection auxiliary is steel
One kind in pipe box, steel pipe shuttle and steel pipe bolt, the internal diameter of the steel pipe socket are matched with the external diameter of steel pipe, outside the steel pipe shuttle
Footpath is matched with the internal diameter of steel pipe, the steel pipe bolt stage casing be external diameter more than the cylinder of pipe diameter and relative stage casing it is upper,
Under be respectively provided on two sides with the hitching post body that external diameter and pipe diameter match.
The 13. concrete filled steel tube combined systems built according to claim 1, it is characterised in that：The collar tie beam shell is integrated
The building block of molding, and the width of collar tie beam shell is equal with the width summation of the inner side body of wall, warming plate and siphonal lobe body of wall of building.
The 14. concrete filled steel tube combined systems built according to claim 1, it is characterised in that：The collar tie beam shell one is lateral
It is additionally provided with half open, is connected with the spiral in collar tie beam shell in half open-mouth as the reinforcing bar wire side of one of floor base material,
And reinforcing bar wire side bottom side is provided with the disassembly-free heat-insulation block for supporting shape.
The 15. concrete filled steel tube combined systems built according to claim 1, it is characterised in that：The block of the inner side body of wall
Block, collar tie beam shell are set to the equivalent integrated warming plate of self-heat conserving block made by thermal insulation light aggregate, and self-heat conserving block outside partially is provided with up and down
The gas curtain of insertion.
A kind of 16. building methods of building steel tube Combined concrete system, each component based on combined system described in claim 1
Construction, it is characterised in that comprise the steps：
S11, got the raw materials ready according to the design height and metope gross area abundance of building, the laying of foundation beam is completed in ground, and on ground
Block most one layer of bottom building block is first arranged according to building bottommost floor horizontal wall shape structure on the foundation beam of base；
S12, the method inserted using tenon building block are successively built the design floor height built to architecture storey, and keep upper and lower layer building block
Vertical insertion is distinguished in jack and air flue hole；
S13, the upper strata building block row by collar tie beam shell along step S12 molding metope build base and build in closed, and in the beam groove for being formed
In lie across arrangement as steel pipe, the spiral of collar tie beam, and floor base material is built by laying bricks or stones based on collar tie beam shell；
Grafting steel pipe, cast concrete are complete by floor laid segmental blocks and collar tie beam shell and in jack for S14, repeat step S12, S13
Into the inner side body of wall of whole building；
Wherein, S141, the design height of building be more than the length of steel pipe as column, in the semi-finished product body of wall of correspondence length of steel pipe
On lifting steel pipes are plugged at building bearing cylinder in the jack of building block, and into steel pipe pour into a mould concrete overflow it is corresponding insert
Hole and beam groove；
S142, on the semi-finished product body of wall completed by step S141 continue build building block, repeat step S12, S13, S141 operation it is complete
Into the semi-finished product building wall of next section of length of steel pipe, and with building height rising gradually reduce institute's grafting steel pipe use
Amount；
Lifting steel pipes are plugged on semi-finished product body of wall by S143, the design height of building less than the length of steel pipe as column
At building bearing cylinder in the jack of building block, steel pipe is intercepted according to the design height of building and cast concrete is overflowed into steel pipe
Corresponding jack and beam groove；
S15, it is sticked warming plate in the outer wall full width face of inner side body of wall；
S16, the method inserted using tenon from the foundation beam of ground on the outside of warming plate successively build narrow building block to building on base
Top simultaneously makes the vertical insertion of through hole, lifts grafting spiral and pours into a mould concrete overflow sizing towards in through hole, completes entirely to build
The siphonal lobe body of wall built；
Wherein step S16 cast concrete before by the spiral of foundation beam, building top and building wall random site with
Steel pipe connects integral.
A kind of 17. building methods of building steel tube Combined concrete system, each component based on combined system described in claim 1
Construction, it is characterised in that comprise the steps：
S21, got the raw materials ready according to the design height and metope gross area abundance of building, the laying of foundation beam is completed in ground, and according to
The horizontal wall shape structure correspondence building bearing cylinder of building is in vertical weldering on the foundation beam of ground and connects some steel as column
Pipe；
S22, building block is successively built using the method that tenon is inserted according to the horizontal wall shape structure of building for the design level built to architecture storey
Height, the jack and air flue hole for keeping upper and lower layer building block distinguish vertical insertion, and jack is socketed steel pipe in steel pipe position；
S23, the upper strata building block row by collar tie beam shell along step S22 molding metope build base and build in closed, in the beam groove for being formed
Arrangement lie across as steel pipe, the spiral of collar tie beam, and by steel pipe connect UNICOM, floor base material built by laying bricks or stones based on collar tie beam shell；
S24, repeat step S22, S23 are by floor laid segmental blocks and collar tie beam shell, and cast concrete completes entirely to build in steel pipe
The inner side body of wall built；
Wherein, the design height of S241, building corresponds to steel when the height that building block base is built reaches more than the length of steel pipe as column
Length of tube, then time-out base is built and cast concrete overflows corresponding jack and beam groove into steel pipe；
S242, continue weldering as the steel pipe of column on the semi-finished product body of wall completed by step S241, and the consumption of steel pipe is with building
Highly raise and reduce by amount, repeat step S22, S23, the operation of S241 complete the semi-finished product body of wall of next section of length of steel pipe and build
Build；
S243, the design height of building are built when building block base and reach design height intercepting steel pipe less than the length of steel pipe as column
And cast concrete overflows corresponding jack and beam groove into steel pipe；
S25, it is sticked warming plate in the outer wall full width face of inner side body of wall；
S26, spiral fixed, the method general inserted using tenon are set from the vertical weldering upwards of foundation beam of ground on the outside of the warming plate
Narrow building block is successively built to building top and makes through hole be socketed spiral on base, pours into a mould concrete and overflows determine towards in through hole
Type, completes the siphonal lobe body of wall of whole building；
Wherein step S26 cast concrete before by the spiral of foundation beam, building top and building wall random site with
Steel pipe connects integral.
18. according to claim 17 building steel tube Combined concrete system building method, it is characterised in that：In step 22
First building block is individually built and builds up body of wall module, the jack and air flue hole for keeping upper and lower layer building block distinguishes vertical insertion, then adopts
Body of wall module is carried to the correspondence position of building and jack is socketed steel pipe in steel pipe position by the method for integral hoisting.
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| CN106400960A (en) * | 2016-05-16 | 2017-02-15 | 苏州市世好节能机械制造有限公司 | Building framework |
| CN108049527A (en) * | 2016-05-16 | 2018-05-18 | 苏州市世好建材新技术工程有限公司 | Heat insulation prefabricated wall |
| CN105908845A (en) * | 2016-05-16 | 2016-08-31 | 苏州市世好节能机械制造有限公司 | Connecting piece and steel pipe beam for building |
| CN107806207A (en) * | 2017-11-27 | 2018-03-16 | 黄昆 | The assembled architecture wall and building that steel construction is combined with concrete structure |
| CN108252518A (en) * | 2018-01-18 | 2018-07-06 | 佛山市万科置业有限公司 | Construction method under the high residential building novel construction system master control duration |
| CN108252405B (en) * | 2018-03-30 | 2024-02-20 | 郑勤民 | Prefabricated steel-concrete cavity shear wall assembled building and construction method thereof |
| CN113006126B (en) * | 2021-03-02 | 2022-08-05 | 中国建筑一局(集团)有限公司 | Can have enough to meet need interim fender soil combination formula precast concrete structure |
| CN114000614A (en) * | 2021-11-12 | 2022-02-01 | 新世纪建设集团有限公司 | Black hole stone masonry assembling and building method and masonry structure |
| CN113898112A (en) * | 2021-11-22 | 2022-01-07 | 新世纪建设集团有限公司 | Hollow black hole stone masonry structure and building method thereof |
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| CN101457557A (en) * | 2008-11-20 | 2009-06-17 | 江苏广宇建设集团有限公司 | Rock wool bag sandwich thermal insulation wall and construction method |
| CN101413300A (en) * | 2008-11-28 | 2009-04-22 | 江苏省一夫新材料科技有限公司 | Gypsum reinforced concrete construction system |
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| CN204266400U (en) * | 2014-11-18 | 2015-04-15 | 苏州市世好建材新技术工程有限公司 | A kind of concrete filled steel tube combined system of building |
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