CN109281488A - A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology - Google Patents
A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology Download PDFInfo
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- CN109281488A CN109281488A CN201811127326.5A CN201811127326A CN109281488A CN 109281488 A CN109281488 A CN 109281488A CN 201811127326 A CN201811127326 A CN 201811127326A CN 109281488 A CN109281488 A CN 109281488A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0222—Replacing or adding wall ties
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Abstract
There is wall, upper, middle and lower layer fixing collar, nylon rope, limit to stop rubber plug for a kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology, traditional earth kiln local-style dwelling houses wall reinforcement system.Upper, middle and lower layer fixing collar all has external application L-type steel plate, steel strand wires, anchorage, interior L-type steel plate, within the walls supporting steel lath.The present invention also provides traditional earth kiln local-style dwelling houses wall reinforcement construction technologies.The present invention carries out prestressing force drawknot with steel strand wires to external walls by external application L-type steel plate, welds within the walls by interior with L-type steel plate and using supporting steel lath within the walls, forms the upper, middle and lower layer fixing collar；Through hole on every face wall body is bound using nylon rope, and the final reinforcing realized to earth kiln wall makes wall have higher intensity and globality.The present invention effectively increases the safety of earth kiln local-style dwelling houses, convenient and practical, easy to operate, and material therefor is conventional and economical, and energy conservation and environmental protection is suitable for large-scale earth kiln local-style dwelling houses wall reinforcement.
Description
Technical field
The present invention relates to a kind of traditional earth kiln local-style dwelling houses reinforcement system, specifically a kind of tradition earth kiln local-style dwelling houses wall reinforcement body
System, belongs to the Restoration Techniques field of traditional earth kiln local-style dwelling houses.The invention further relates to traditional earth kiln local-style dwelling houses wall reinforcement construction works
Skill.
Background technique
The initial of traditional earth kiln local-style dwelling houses is born to the history for having thousands of years now, it is cool in summer and warm in winter, insulation, structure
The service life feature of length makes its still non-abandoned among historical floods.Even to this day, traditional earth kiln local-style dwelling houses in many places according to
So exist as local characteristic, earth kiln local-style dwelling houses serves not only as the residential location that local people depend on for existence, and for thousands of years
The crystallization of the wisdom of humanity, conservation value with higher.
The wall of traditional earth kiln local-style dwelling houses is rammed among wall sieve by rammer pestle, and wall sieves, wall similar to brick wooden mould
Building be also according to wall sieve disassembly, assembly, one piece one piece of completion.Since during building, rammed earth is a part one
Part building is completed, and non-disposable completion, overall performance certainly will be affected.In the influence of environment temperature year in year out
Under, under the action of sleet and the application of external loads, the wall of wall sieve junction will appear crack, structural strength and globality
It can reduce, will cause the collapsing of earth kiln local-style dwelling houses when serious.Therefore, it should take reasonable measure and traditional earth kiln local-style dwelling houses is reinforced,
On the one hand on the other hand to increase the integral strength of earth kiln local-style dwelling houses will increase the overall performance of earth kiln local-style dwelling houses.Prevent earth kiln local-style dwelling houses
Because long neglected and in disrepair, there is crack in the wall of wall sieve junction, and causes intensity and overall performance to reduce, or even collapse.
Inventor retrieves following Patents documents: CN103993755A discloses a kind of reinforcement ancient houses building wall column
The ruggedized construction and method of connection consider to lack effective connection between a large amount of ancient houses building external enclosure walls and internal bolster stake
The characteristics of, use over-the-counter prefabricated components, scene with component assemble based on Scheme of Strengthening wall column connection is reinforced, improve ancient
The overall performance of folk building prevents from collapsing.The invention can reinforce the connection between ancient houses building wall column, and it is whole to improve structure
Body, effectively prevent ancient houses building overall collapse and continuous collapse.It has reversible degree high simultaneously, and the live flames of anger is made
It is industry, easy to operate, using convenient, strong applicability, to ancient houses architecture noumenon without damage the advantages that, build in ancient houses by ground
It when shake, high wind and artificial action influence, can play the role of being effectively protected, be suitable for internal timber structure load-bearing, outside is gone along with sb. to guard him
The traditional ancient folk building structural system of wall.CN105275222A discloses a kind of raw-soil and fills out core pattern traditional residence wall reinforcement knot
Structure and reinforcement means, the structure include fixation steel plate, transverse steel and vertical reinforcement, and fixation steel plate in pairs, is respectively set
In on the brick column of wall two sides, every group of fixation steel plate is located at the same horizontal position；Between every group of fixation steel plate, pass through two transverse directions
Reinforcing bar drawknot is fixed, and two transverse steels are located on the inside and outside metope of wall；Also distinguish on the inside and outside metope of wall
Equipped with vertical reinforcement, vertical reinforcement is perpendicular with transverse steel, is weldingly fixed on respectively with all transverse steels from the bottom to top
Together.The ruggedized construction and method of the invention can increase effective connection between loam wall and brick column, make wall and brick cylindricality
At effective drawknot, to effectively inhibit the extension in crack between the raw-soil and brick column, and then plays and improve the raw-soil to fill out core pattern wall anti-
The effect for cutting performance can be improved globality, the stability of the raw-soil and brick column.
Traditional earth kiln local-style dwelling houses wall reinforcement safety is higher while convenient and practical, grasps for how to make for the above technology
Make simply, material therefor is conventional and economical, does not provide specific guidance program.
Summary of the invention
The technical problem to be solved by the invention is to provide a kind of traditional earth kiln local-style dwelling houses wall reinforcement systems, it can be effective
The safety of earth kiln local-style dwelling houses is improved, while convenient and practical, easy to operate, material therefor is conventional and economical, is suitable for large-scale
Earth kiln local-style dwelling houses wall reinforcement.
It is applied for this purpose, another technical problem to be solved by this invention is to provide a kind of traditional earth kiln local-style dwelling houses wall reinforcement
Work technique.
In order to solve the above technical problems, The technical solution adopted by the invention is as follows:
A kind of tradition earth kiln local-style dwelling houses wall reinforcement system, has wall (earth kiln wall, wall), and the wall is four sides wall
Body, its technical solution is that also there is traditional earth kiln local-style dwelling houses wall reinforcement system the upper layer for the upper end for being installed on wall to add
Gu Quan, be installed on wall lower end lower layer's fixing collar, between upper layer fixing collar and lower layer's fixing collar be installed on wall
Middle part middle layer fixing collar, more (eight) in longitudinally disposed nylon rope, it is multiple (16) limit stop rubber plug, it is described
Upper layer fixing collar, lower layer's fixing collar, middle layer fixing collar are all in lateral setting, the upper layer fixing collar, middle layer fixing collar, lower layer
Fixing collar, which all has, holds four external application L-type steel plates at angle set on four outside wall, in more (24 or 36 being laterally arranged
Root) steel strand wires, multiple (48 or 72 anchorages) anchorages, L-type steel plate, four are used in four of four ends angle inside the wall
Root supporting steel lath within the walls；More steel strand wires and multiple anchorages form the outer drawknot connector of wall.In every layer of fixing collar, four outer
It uses L-type steel plate corresponding one by one in four with L-type steel plate, uses L in each external application L-type steel plate corresponding thereto one
In shape steel plate, the middle part of the external application L-type steel plate and interior communicated with the drilling that the middle part of L-type steel plate is all equipped with wall is stayed
Mounting hole (hole) uses the middle part of L-type steel plate in the mounting hole at the middle part of that is, each external application L-type steel plate corresponding thereto one
Mounting hole and the drilling stayed of wall connect and form a through hole, every face wall body forms six through holes, this six
Through hole is divided into two groups by upper, middle and lower for one group, and three in every group through hole is using the nylon corresponding thereto
Rope binding, specific binding structure are that two ports of each through hole, which respectively fill in one, makes nylon rope and perforation axially bored line
The limit in (axle center) direction consistent (i.e. nylon rope and through hole coaxial line) stops rubber plug, is passed through using a nylon rope described every
The limit of three through holes and these three through hole ports in group stops the centre bore of rubber plug and forms stud becket bridle (i.e. 8
Font becket bridle, nylon rope pass twice through intermediate through hole), to all nylon ropes pass through three through holes in described every group with
And these three through hole ports limit stop rubber plug centre bore after, apply prestressing force after bound, finally with syringe from
Limit the outboard end for stopping rubber plug injecting glue in through hole.Two ends of each external application L-type steel plate are all in a vertically arranged column (can
To be 2~3) it is used for the symmetrical preformed hole (hole) of steel strand, corresponding to each metope of wall, adjacent two
A external application L-type steel plate passes through preformed hole by several above-mentioned steel strand wires and is linked together with the fastening of above-mentioned anchorage, (specific
It is that drawknot is carried out to the steel strand wires, applies prestressing force simultaneously with the fastening of above-mentioned anchorage), passed through in adjacent two with L shape steel plate
The above-mentioned lath of supporting steel within the walls of one corresponding thereto is welded and is linked together.
The tradition earth kiln local-style dwelling houses wall reinforcement construction technology (construction method) includes the following steps:
1. construction measures
A, the wall of measurement earth kiln local-style dwelling houses is high, wall is wide and wall thickness.
B, quasi- installation component position, bore position are marked respectively.
2. component is prefabricated
A, L-type steel plate is prefabricated: it is prefabricated to be placed in that wall is outer and steel strand wires play four external application L-type steel plates of drawknot, in advance
System, which is placed in, uses L-type steel plate in four of the welding of supporting steel lath within the walls within the walls, wherein two of each external application L-type steel plate are held
Portion is all in the symmetrical preformed hole (hole) that a vertically arranged column (can be 2~3) are used for steel strand, the external application L-type
The middle part of steel plate and it is interior be all equipped with mounting hole (hole) with the middle part of L shape steel plate, the drilling mark that the mounting hole and wall are stayed
Note is overlapped.
B, the outer drawknot connector of wall is prefabricated: the outer drawknot connector of wall includes more steel strand wires and multiple anchorages；Prestressing force
Device for prestressing is needed when application.The length of steel strand wires is according to the external application L-type steel plate end longitudinally disposed one at wall both ends
The spacing, leakage length, anchorage size etc. for arranging symmetrical preformed hole (hole) are calculated.
C, four supporting steel laths within the walls is prefabricated；It is propped up within the walls with interior every welded together with L-type steel plate overlap joint
The length for supportting steel plate strip uses L-type steel plate threshold value, interior L-type steel plate and supporting steel lath within the walls according to the interior of wall both ends
The lap of splice be obtained by calculation.
D, inside and outside more nylon ropes being fixedly connected with L-type steel plate with wall, multiple limits stop the prefabricated of rubber plug；Often
The length of root nylon rope is according to inside and outside with the distance of mounting hole edge height, wall are wide in the middle part of L-type steel plate, leak outside length computation.
3. component is installed
A, in wall body hole mark pore-forming, the drilling that wall is stayed is obtained.
B, inside and outside L-type steel plate of using is installed: in the mounting hole at the middle part of each external application L-type steel plate corresponding thereto one
It is connected with the drilling that the mounting hole and wall at the middle part of L-type steel plate are stayed and forms a through hole, every face wall body forms six
A through hole, this six through holes are divided into two groups by upper, middle and lower for one group, a piece nylon rope of three in every group through hole
Binding, specific binding structure are that two ports of each through hole, which respectively fill in one, makes nylon rope and perforation axially bored line side
Stop rubber plug to consistent limit, three through holes and these three through hole ports of the nylon rope in described every group
Limit stop rubber plug centre bore and form stud becket bridle, to all nylon ropes pass through described every group in three through holes and
It after the limit of these three through hole ports stops the centre bore of rubber plug, is bound after applying prestressing force, finally with injecting glue apparatus (note
Glue device) from the outboard end that limit stops rubber plug infuse glass cement in through hole, (glass cement can be for silicone adhesive, using neutral sealing
Glue；Polyurethane sealant can certainly be used).
C, installation supporting steel lath within the walls: supporting steel lath is installed according to the position of step 1. measurement mark within the walls,
And welding is overlapped with L-type steel plate with interior, it is desirable that three face weldings.
D, the outer drawknot connector of installation wall: after the completion of four in the wall within the walls welding of supporting steel lath, to external application L-type steel
Plate passes through preformed hole with steel strand wires and carries out drawknot, applies prestressing force and is fastened with anchorage, forms the upper layer fixing collar, middle layer adds
Gu Quan, lower layer's fixing collar.
4. carrying out finish coat processing to wall and smearing waterproof material.Finish coat processing sand used is carried out to wall
Starching (i.e. the mortar of float coat) is conventional slurry (routine techniques), is conserved to the mortar of float coat, later to float coat
Outer surface applies waterproof material, and waterproof material used can be versatility waterproof material (bi-component water-proof material available on the market
Material), high-elastic waterproof coating (slurry) or rubber water-proof paint, can also be other water-repellent paints.
In above-mentioned technical proposal, preferred technical solution may is that each above-mentioned external application L-type steel plate, each above-mentioned interior use L
Shape steel plate such as is all at the L-type steel plate of side lengths, and the unilateral length of external application L-type steel plate is 100cm~120cm, the interior list with L-type steel plate
Edge lengths are 30cm~50cm, and external application L-type steel plate, the interior width (height) with L-type steel plate are 10cm~30cm, and thickness is all
3mm~5mm, the end of external application L-type steel plate and the interior end with L-type steel plate corresponding thereto are in same section；External application L-type
Steel plate, the interior length with L-type steel plate are related to thickness of wall body.The diameter of every above-mentioned steel strand wires is 3mm~5mm.Every within the walls
The width of supporting steel lath is 5cm~15cm, with a thickness of 2mm~3mm, every supporting steel lath corresponding thereto interior within the walls
With L-type steel plate, mutually overlapped that length is 10cm~20cm.The diameter of every above-mentioned nylon rope is 3mm~5mm.It is stayed on wall
Each drilling is that the diameter of through hole is 10mm~12mm, and stopping in two limits in each through hole has glass cement between rubber plug
Obturator, that is, glue core passes through the glass cement obturator by the nylon rope of the through hole.Limit stops the diameter of rubber plug than wall institute
The diameter that the big 1~5mm of the bore diameter stayed, i.e. limit stop rubber plug is slightly larger than the bore diameter that wall is stayed, and allows to be stuck in
In through hole.Limit, which stops rubber plug, (can move towards the position for limiting nylon rope) to keep nylon rope consistent with through hole axis direction, also
The inside and outside mutual stabilization between L-type steel plate and wall can be enhanced, while preventing gummosis excessive glue as blocking in injecting glue.Step
Suddenly in b step 3., the applied prestressing force of every nylon rope is 5kN~15kN.In the Step d of step 3., every steel strand wires institute
Application prestressing force is 5kN~15kN.
Tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology provided by the invention, by external application L shape steel plate to biography
System earth kiln local-style dwelling houses external walls carry out prestressing force drawknot with steel strand wires, within the walls by interior with L-type steel plate and using supporting steel within the walls
Lath welding, forms the upper layer fixing collar, middle layer fixing collar, lower layer's fixing collar；And the through hole on every face wall body uses
Nylon rope binding, the final reinforcing realized to earth kiln wall entirety, makes wall have higher intensity and globality, service life
Extend one times or more.
In conclusion the present invention overcomes traditional rammed earth techniques under the influence of environment temperature year in year out, the work of sleet
With lower and external loads applications, the defect that the wall of wall sieve junction will appear crack is increased by the reinforcing of wall body structure
The intensity and globality of earth kiln local-style dwelling houses are added.The present invention effectively increases the safety of earth kiln local-style dwelling houses, while construction technology is convenient
Practical, easy to operate, material therefor is conventional and economical, is suitable for large-scale earth kiln local-style dwelling houses wall reinforcement.The present invention realizes
Green construction is conducive to environmental protection, the good, low cost using wall of the present invention (entirety) reinforcing, with existing the relevant technologies phase
Than cost reduces 20% or more, and work efficiency improves 25% or more, and material therefor is conventional and economical, energy conservation and environmental protection.
Detailed description of the invention
Fig. 1 is the structural schematic diagram (vertical view that wall position reinforces of traditional earth kiln local-style dwelling houses wall reinforcement system of the invention
Figure).
Fig. 2 is the structural schematic diagram (perspective view) of wall reinforcement in traditional earth kiln local-style dwelling houses wall reinforcement system of the invention.
Fig. 3 is the cross-sectional view in Fig. 1 along line A-A (schematic diagram saves hatching).
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiments of the present invention will be described in further detail.Implement below
Example is not intended to limit the scope of the invention for illustrating the present invention.
Embodiment 1: as shown in Figure 1, Figure 2, Figure 3 shows, traditional earth kiln local-style dwelling houses wall reinforcement system of the invention has wall (soil
Kiln wall, wall) 1, be installed on wall 1 upper end upper layer fixing collar 101, be installed on wall 1 lower end lower layer's fixing collar
103, the middle layer fixing collar 102 at the middle part for being installed on wall 1 between upper layer fixing collar and lower layer's fixing collar, more (eight
Root) it is in longitudinally disposed nylon rope 9, multiple (16) limits only rubber plug 8.The upper layer fixing collar, lower layer's fixing collar, in
Layer fixing collar is all in lateral setting.The upper layer fixing collar 101, middle layer fixing collar 102, lower layer's fixing collar 103, which all have, to be set
It holds four external application L-type steel plates 2 at angle outside wall, twisted in more (can be 24 or 36) steel being laterally arranged for four
Line 5, multiple (can be 48 or 72 anchorages) anchorages 6, inside the wall in four of four ends angle with L-type steel plate 2 ',
Four supporting steel laths 3 within the walls.L-type steel plate (the first steel plate of L type) is used in installation outside the external application L-type steel plate, that is, wall, interior use
L-type steel plate (the second steel plate of L-type) is used in installation inside L-type steel plate, that is, wall.More steel strand wires and multiple anchorages form the outer drawknot of wall
Connector.In every layer of fixing collar, four external application L-type steel plates 2 use L-type steel plate 2 ' corresponding one by one in four, each outer
With in L-type steel plate 2 ', the middle part of the external application L-type steel plate 2 and interior using L fashioned iron in corresponding thereto one of L-type steel plate 2
The mounting hole (hole) that the middle part of plate 2 ' is all equipped with to be communicated with the drilling that wall is stayed, i.e., the middle part of each external application L-type steel plate
It is connected in mounting hole corresponding thereto one with the drilling that the mounting hole and wall at the middle part of L-type steel plate are stayed and forms one
A through hole 7.Every face wall body forms six through holes 7, this six through holes are divided into two groups by upper, middle and lower for one group, in every group
Three through holes 7 bound using the nylon rope 9 of corresponding thereto one, specific binding structure is each perforation
Two ports in hole 7 respectively fill in one make nylon rope with perforation axially bored line (axle center) direction consistent (i.e. nylon rope and through hole is same
Axis) limit stop rubber plug 8, using a nylon rope 9 pass through described every group in three through holes 7 and these three through holes
The limit of port stops the centre bore of rubber plug 8 and forms stud becket bridle (i.e. 8-shaped becket bridle, nylon rope pass twice through intermediate pass through
Through-hole), the limit that three through holes and these three through hole ports in described every group are passed through to all nylon ropes stops rubber plug
Centre bore after, apply prestressing force after bound, finally with injecting glue apparatus (glue injection machine) from limit stop rubber plug 8 outboard end exist
Glass cement is infused in through hole 7, glass cement can be silicone adhesive, using neutral sealant；Polyurethane seal can certainly be used
Glue.Two ends of each external application L-type steel plate 2 are all in a vertically arranged column (can be 2~3) for the symmetrical of steel strand
Preformed hole (hole), corresponding to each metope of wall, two adjacent external application L-type steel plates 2 pass through several above-mentioned steel
Twisted wire 5 passes through preformed hole and is fastened and linked together with above-mentioned anchorage 6, i.e., carries out drawknot to the steel strand wires, and application is answered in advance
Power is simultaneously fastened with above-mentioned anchorage, and the end of the specifically described steel strand wires 5 passes through preformed hole and rolls over again to back bending, the steel strand wires 5
The ontology of end and steel strand wires fastens (effect that anchorage is equivalent to fixture in this role) with above-mentioned anchorage.Adjacent two
It is interior to be linked together and an above-mentioned lath of supporting steel within the walls 3 corresponding thereto welds with L-type steel plate 2 '.Appended drawing reference
4 be more kiln top support steel plate strips, and the distributing installation structure of this more kiln top support steel plate strips is, more in what is be horizontally arranged at interval
Root kiln top support steel plate strip and in longitudinal gap be arranged more kiln top support steel plate strips be welded at the place of intersecting, every kiln
Top support steel plate strip 4 is all domed, is respectively welded in the both ends for every kiln top support steel plate strip being horizontally arranged at interval in left and right
Two within the walls on supporting steel lath 3, are respectively welded in the both ends of every kiln top support steel plate strip of longitudinal gap setting in front and back
Two within the walls on supporting steel lath 3.The above-mentioned spacing in the adjacent two piece kiln top support steel plate strip being horizontally arranged at interval is
1.5m, the spacing in the adjacent two piece kiln top support steel plate strip of longitudinal gap setting are 1.5m, every kiln top support steel plate strip
Width be all 6cm, the thickness of every kiln top support steel plate strip is all 2mm.
As shown in Figure 1, Figure 2, Figure 3 shows, each above-mentioned external application L-type steel plate 2, it is each it is above-mentioned it is interior with L shape steel plate 2 ' be all equilateral
Long L-type steel plate, the unilateral length of external application L-type steel plate 2 are 100cm, and interior with the unilateral length of L-type steel plate 2 ' is 30cm, external application L
Shape steel plate 2, the interior width (height) with L-type steel plate 2 ' are 15cm, and thickness is all 3mm.The end of external application L-type steel plate 2 and with
Its corresponding interior end with L-type steel plate 2 ' is in same section.External application L-type steel plate, interior length and wall with L shape steel plate
Body thickness is related.The diameter of every above-mentioned steel strand wires 5 is 3mm.Every within the walls supporting steel lath 3 width be 6cm, with a thickness of
2mm.Every mutually overlapped that length is 10cm with L-type steel plate 2 ' for corresponding thereto interior of supporting steel lath 3 within the walls.Every above-mentioned Buddhist nun
The diameter of dragon rope 9 is 3mm, and each drilling i.e. diameter of through hole 7 stayed on wall is 10mm.Two in each through hole 7
A limit, which stops, has glass cement obturator, that is, glue core between rubber plug, fill by the nylon rope 9 of the through hole across the glass cement
Body.The diameter that limit stops rubber plug 8 is 3~4mm bigger than the bore diameter that wall is stayed (can be 3.0mm), i.e. limit stops the straight of rubber plug
Diameter is slightly larger than the bore diameter that wall is stayed, and allows to be stuck in through hole.Limit, which stops rubber plug, (to limit the position of nylon rope
Set trend) keep nylon rope consistent with through hole axis direction, can also it enhance inside and outside with mutual steady between L-type steel plate and wall
It is fixed, while gummosis excessive glue is prevented as blocking in injecting glue.The applied prestressing force of above-mentioned every nylon rope 9 is 8kN.Every steel
The applied prestressing force of twisted wire 5 is 8kN.Above-mentioned anchorage can be steel strand wires strand tapered anchorage.
Embodiment 2: as shown in Figure 1, Figure 2, Figure 3 shows, traditional earth kiln local-style dwelling houses overall structure reinforcing construction process packet of the invention
Include following steps:
1. construction measures
A, the wall of measurement earth kiln local-style dwelling houses is high, wall is wide and wall thickness.
B, quasi- installation component position, bore position are marked respectively.
2. component is prefabricated
A, L-type steel plate is prefabricated: it is prefabricated to be placed in that wall is outer and steel strand wires play four external application L-type steel plates 2 of drawknot,
Prefabricated be placed in uses L-type steel plate 2 ' in four of the welding of supporting steel lath within the walls within the walls, wherein each external application L-type steel plate
Two ends are all in the symmetrical preformed hole (hole) that a vertically arranged column (can be 2~3) are used for steel strand, described
The middle part of external application L-type steel plate and it is interior be all equipped with mounting hole (hole) with the middle part of L shape steel plate, the mounting hole is stayed with wall
Mark for dowel hold be overlapped.
B, the outer drawknot connector of wall is prefabricated: the outer drawknot connector of wall includes more steel strand wires 5 and multiple anchorages 6, is answered in advance
Power needs device for prestressing when applying.The length of steel strand wires is longitudinal (perpendicular according to the external application L-type steel plate end at wall both ends
To) setting one arranges the spacing of symmetrical preformed hole (hole), leak outside length, anchorage size etc. are calculated.
C, four supporting steel laths 3 within the walls is prefabricated: with interior overlapped with L-type steel plate and weld together every props up within the walls
The length of steel plate strip is supportted according to the interior with L-type steel plate threshold value, interior L-type steel plate and supporting steel lath within the walls of wall both ends
The lap of splice is obtained by calculation.
D, inside and outside more nylon ropes 9 being fixedly connected with L-type steel plate with wall, multiple limits stop the prefabricated of rubber plug 8:
The length of every nylon rope is according to inside and outside with the distance of mounting hole edge height, wall are wide in the middle part of L-type steel plate, leak outside length computation.
3. component is installed
A, in wall body hole mark pore-forming, the drilling that wall is stayed is obtained.
B, inside and outside L-type steel plate of using is installed: in the mounting hole at the middle part of each external application L-type steel plate corresponding thereto one
It is connected with the drilling that the mounting hole and wall at the middle part of L-type steel plate are stayed and forms a through hole 7, every face wall body forms six
A through hole 7, this six through holes are divided into two groups by upper, middle and lower for one group, a piece nylon rope of three in every group through hole
9 bindings, specific binding structure are that two ports of each through hole 7, which respectively fill in one, makes nylon rope and perforation axially bored line
The consistent limit in direction stops rubber plug 8, and a nylon rope 9 passes through three through holes and these three perforation nose ends in described every group
The limit of mouth stops the centre bore of rubber plug and forms stud becket bridle, passes through three through holes in described every group to all nylon ropes
And these three through hole ports limit stop rubber plug centre bore after, apply prestressing force after bound, finally used with injecting glue
Tool (glue injection machine) infuses glass cement from the outboard end that limit stops rubber plug 8 in through hole 7, and glass cement can be silicone adhesive, in
Property sealant；Polyurethane sealant can certainly be used.In this way, glass cement two limits in each through hole 7 stop rubber plug
Between formed glue core (injecting glue obturator, glass cement obturator), by the through hole nylon rope 9 pass through the glue core (injecting glue is filled out
Fill body, glass cement obturator).
C, installation supporting steel lath 3 within the walls: supporting steel lath is installed according to the position of step 1. measurement mark within the walls,
And welding is overlapped with L-type steel plate 2 ' with interior, it is desirable that three face weldings.
D, the outer drawknot connector of installation wall: after the completion of supporting steel lath 3 welds within the walls after four in wall, to external application L-type
Steel plate 2 passes through preformed hole with steel strand wires 5 and carries out drawknot, applies prestressing force and is fastened with anchorage 6, forms the upper layer fixing collar
101, middle layer fixing collar 102, lower layer's fixing collar 103.
4. carrying out finish coat processing to wall and smearing waterproof material.Finish coat processing sand used is carried out to wall
Starching (i.e. the mortar of float coat) is conventional slurry (routine techniques), is conserved to the mortar of float coat, later to float coat
Outer surface applies waterproof material, and waterproof material used can be versatility waterproof material (bi-component water-proof material available on the market
Material), high-elastic waterproof coating (slurry) or rubber water-proof paint, can also be other water-repellent paints.
As shown in Figure 1, Figure 2, Figure 3 shows, each above-mentioned external application L-type steel plate 2, it is each it is above-mentioned it is interior with L shape steel plate 2 ' be all equilateral
Long L-type steel plate, the unilateral length of external application L-type steel plate 2 are 100cm, and interior with the unilateral length of L-type steel plate 2 ' is 30cm, external application L
Shape steel plate 2, the interior width (height) with L-type steel plate 2 ' are 15cm, and thickness is all 3mm.The end of external application L-type steel plate 2 and with
Its corresponding interior end with L-type steel plate 2 ' is in same section.External application L-type steel plate, interior length and wall with L shape steel plate
Body thickness is related.The diameter of every above-mentioned steel strand wires 5 is 3mm.Every within the walls supporting steel lath 3 width be 6cm, with a thickness of
2mm.Every mutually overlapped that length is 10cm with L-type steel plate 2 ' for corresponding thereto interior of supporting steel lath 3 within the walls.Every above-mentioned Buddhist nun
The diameter of dragon rope 9 is 3mm, and each drilling i.e. diameter of through hole 7 stayed on wall is 10mm, and limit stops the diameter of rubber plug 8
The diameter that (can be 3.0mm) 2.5~3.5mm bigger than the bore diameter that wall is stayed, i.e. limit stop rubber plug is stayed slightly larger than wall
Bore diameter, allow to be stuck in through hole.Limit, which stops rubber plug, (can move towards the position for limiting nylon rope) to make nylon rope
It is consistent with through hole axis direction, it can also enhance the inside and outside mutual stabilization between L-type steel plate and wall, while in injecting glue
As closure, gummosis excessive glue is prevented.In the b step of above-mentioned steps 3., every the applied prestressing force of nylon rope 9 is 8kN.Above-mentioned step
Suddenly in Step d 3., every the applied prestressing force of steel strand wires 5 is 8kN.
In conclusion the above various embodiments of the invention overcomes traditional rammed earth technique in the shadow of environment temperature year in year out
Under sound, under the action of sleet and the application of external loads, the wall of wall sieve junction will appear the defect in crack, pass through wall
The reinforcing of structure, increases the intensity and globality of earth kiln local-style dwelling houses, and service life extends one times or more.The present invention effectively improves
The safety of earth kiln local-style dwelling houses, while construction technology is convenient and practical, easy to operate, material therefor is conventional and economical, is suitable for big
The earth kiln local-style dwelling houses wall reinforcement of scale.The present invention realizes green construction, is conducive to environmental protection, (whole using wall of the present invention
Body) reinforcing is good, low cost, and compared with existing the relevant technologies, cost reduces 20% or more, and work efficiency improves 25% or more,
Material therefor is conventional and economical, energy conservation and environmental protection.
Claims (9)
1. a kind of tradition earth kiln local-style dwelling houses wall reinforcement system, has wall, the wall is four sides wall, it is characterised in that described
Traditional earth kiln local-style dwelling houses wall reinforcement system also there is the upper layer fixing collar (101) for the upper end for being installed on wall (1), be installed on wall
Lower layer's fixing collar (103) of the lower end of body (1) is installed on wall (1) between upper layer fixing collar and lower layer's fixing collar
The middle layer fixing collar (102) at middle part, more in longitudinally disposed nylon rope (9), it is multiple limit stop rubber plug (8), the upper layer
Fixing collar (101), middle layer fixing collar (102), lower layer's fixing collar (103), which all have, to be set to outside four of four ends angle outside wall
With L-type steel plate (2), the more steel strand wires (5) in being laterally arranged, multiple anchorages (6), four of four ends angle inside the wall
Interior L-type steel plate (2 '), four supporting steel lath (3) within the walls；
In every layer of fixing collar, four external application L-type steel plates (2) use L-type steel plate (2 ') corresponding one by one in four, each outer
With in L-type steel plate (2 '), the middle part of the external application L-type steel plate (2) and interior using L in L-type steel plate (2) corresponding thereto one
The mounting hole that the middle part of shape steel plate (2 ') is all equipped with to be communicated with the drilling that wall is stayed, i.e., the middle part of each external application L-type steel plate
It is connected in mounting hole corresponding thereto one with the drilling that the mounting hole and wall at the middle part of L-type steel plate are stayed and forms one
A through hole (7), every face wall body form six through holes (7), this six through holes are divided into two groups by upper, middle and lower for one group, often
Three through holes (7) in group are using nylon rope (9) binding corresponding thereto, specific binding structure, each
Two ports of the through hole (7), which respectively fill in one, makes nylon rope and the consistent limit of through hole axis direction stop rubber plug (8),
The limit that three through holes (7) and these three through hole ports in described every group are passed through using a nylon rope (9) stops glue
It fills in the centre bore of (8) and forms stud becket bridle；
Two ends of each external application L-type steel plate (2) are all in the preformed hole that a vertically arranged column are used for steel strand, in wall
The corresponding place of each metope, two adjacent external application L-type steel plates (2) pass through preformed hole by several above-mentioned steel strand wires (5), are used in combination
Above-mentioned anchorage (6) fastens and links together, above-mentioned by one corresponding thereto with L-type steel plate (2 ') in adjacent two
Supporting steel lath (3) is welded and is linked together within the walls.
2. tradition earth kiln local-style dwelling houses wall reinforcement system according to claim 1, it is characterised in that each above-mentioned external application L-type steel
Plate (2), it is each it is above-mentioned it is interior with L-type steel plate (2 ') be all etc. side lengths L-type steel plate, the unilateral length of external application L-type steel plate (2) is
100cm~120cm, the interior unilateral length with L-type steel plate (2 ') are 30cm~50cm, external application L-type steel plate (2), interior L-type steel plate
The width of (2 ') is 10cm~30cm, thickness is all 3mm~5mm, the end of external application L-type steel plate (2) and corresponding thereto
It is interior to be in same section with the end of L-type steel plate (2 ').
3. tradition earth kiln local-style dwelling houses wall reinforcement system according to claim 1, it is characterised in that every above-mentioned steel strand wires (5)
Diameter be 3mm~5mm.
4. tradition earth kiln local-style dwelling houses wall reinforcement system according to claim 1, it is characterised in that every supporting steel plate within the walls
The width of item (3) be 5cm~15cm, with a thickness of 2mm~3mm, every within the walls supporting steel lath (3) corresponding thereto in use L
Mutually overlapped length is 10cm~20cm to shape steel plate (2 ').
5. tradition earth kiln local-style dwelling houses wall reinforcement system according to claim 1, it is characterised in that every above-mentioned nylon rope (9)
Diameter be 3mm~5mm, the diameter of each drilling i.e. through hole (7) stayed on wall is 10mm~12mm, and limit stops rubber plug
(8) diameter is 1~5mm bigger than the bore diameter that wall is stayed；Stopping between rubber plug in two limits in each through hole (7) has
Glass cement obturator, that is, glue core passes through the glass cement obturator by the nylon rope (9) of the through hole.
6. a kind of traditional earth kiln local-style dwelling houses wall reinforcement construction technology described in claim 1, it is characterised in that it includes following step
It is rapid:
1. construction measures
A, the wall of measurement earth kiln local-style dwelling houses is high, wall is wide and wall thickness；
B, quasi- installation component position, bore position are marked respectively；
2. component is prefabricated
A, L-type steel plate is prefabricated: it is prefabricated to be placed in that wall is outer and steel strand wires play four external application L-type steel plates (2) of drawknot, it is prefabricated
It is placed in and uses L-type steel plate (2 ') in four of the welding of supporting steel lath within the walls within the walls, wherein two of each external application L-type steel plate
End is all in the preformed hole that a vertically arranged column are used for steel strand, the middle part of the external application L-type steel plate and interior with L-type steel plate
Middle part is all equipped with mounting hole, and the mounting hole is overlapped with the mark for dowel hold that wall is stayed；
B, the outer drawknot connector of wall is prefabricated: the outer drawknot connector of wall includes more steel strand wires (5) and multiple anchorages (6)；
C, four supporting steel laths (3) within the walls is prefabricated；
D, inside and outside more nylon ropes (9) being fixedly connected with L-type steel plate with wall, multiple limits stop the prefabricated of rubber plug (8)；
3. component is installed
A, in wall body hole mark pore-forming, the drilling that wall is stayed is obtained；
B, it installs inside and outside with L-type steel plate: using L-type in the mounting hole at the middle part of each external application L-type steel plate corresponding thereto one
The drilling that the mounting hole and wall at the middle part of steel plate are stayed connects and forms a through hole (7), and every face wall body forms six
Through hole (7), this six through holes are divided into two groups by upper, middle and lower for one group, a piece nylon rope of three in every group through hole
(9) it binds, specific binding structure is that two ports of each through hole (7), which respectively fill in one, makes nylon rope and through hole
The consistent limit of axis direction stops rubber plug (8), and a nylon rope (9) passes through three through holes and these three in described every group
The limit of through hole port stops the centre bore of rubber plug and forms stud becket bridle, passes through three in described every group to all nylon ropes
After the limit of a through hole and these three through hole ports stops the centre bore of rubber plug, bound after applying prestressing force, finally
Glass cement is infused in each through hole (7) from the outboard end that limit stops rubber plug (8) with injecting glue apparatus；
C, installation supporting steel lath (3) within the walls: supporting steel lath is installed according to the position of step 1. measurement mark within the walls, and
Welding is overlapped with L-type steel plate (2 ') with interior, it is desirable that three face weldings；
D, the outer drawknot connector of installation wall: after the completion of four in wall within the walls supporting steel lath (3) welding, to external application L-type steel
Plate (2) passes through preformed hole with steel strand wires (5) and carries out drawknot, applies prestressing force and is fastened with anchorage (6), forms the upper layer and reinforce
Enclose (101), middle layer fixing collar (102), lower layer's fixing collar (103)；
4. carrying out finish coat processing to wall and smearing waterproof material.
7. tradition earth kiln local-style dwelling houses wall reinforcement construction technology according to claim 6, it is characterised in that each above-mentioned external application L
Shape steel plate (2), it is each it is above-mentioned it is interior with L-type steel plate (2 ') be all etc. side lengths L-type steel plate, the unilateral length of external application L-type steel plate (2)
For 100cm~120cm, the interior unilateral length with L-type steel plate (2 ') is 30cm~50cm, and external application L-type steel plate (2) interior uses L-type steel
The width of plate (2 ') is 10cm~30cm, and thickness is all 3mm~5mm, the end of external application L-type steel plate (2) and corresponding thereto
The interior end with L-type steel plate (2 ') be in same section；The diameter of every above-mentioned steel strand wires (5) is 3mm~5mm；Every wall
The width of inner support steel plate strip (3) is 5cm~15cm, and with a thickness of 2mm~3mm, every supporting steel lath (3) is corresponding thereto within the walls
Answer interior with L-type steel plate (2 '), mutually overlapped length is 10cm~20cm；The diameter of every above-mentioned nylon rope (9) be 3mm~
5mm, the diameter of each drilling i.e. through hole (7) stayed on wall are 10mm~12mm, and the diameter that limit stops rubber plug (8) compares wall
Big 1~the 5mm of the bore diameter that body is stayed.
8. tradition earth kiln local-style dwelling houses wall reinforcement construction technology according to claim 6, it is characterised in that the b step of step 3.
In, every the applied prestressing force of nylon rope (9) is 5kN~15kN.
9. tradition earth kiln local-style dwelling houses wall reinforcement construction technology according to claim 6, it is characterised in that the Step d of step 3.
In, every the applied prestressing force of steel strand wires (5) is 5kN~15kN.
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| CN201811127326.5A CN109281488B (en) | 2018-09-27 | 2018-09-27 | Traditional soil kiln resident house wall reinforcing system and construction process thereof |
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| CN201811127326.5A CN109281488B (en) | 2018-09-27 | 2018-09-27 | Traditional soil kiln resident house wall reinforcing system and construction process thereof |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010156177A (en) * | 2009-01-05 | 2010-07-15 | Takenaka Komuten Co Ltd | Aseismatic reinforcement structure and aseismatic reinforcing method of existing building |
| CN201598846U (en) * | 2010-03-10 | 2010-10-06 | 中国建筑一局(集团)有限公司 | Antique building external wall prestressing steel band reinforcement device |
| CN103993753A (en) * | 2014-06-04 | 2014-08-20 | 郑州大学 | Angle hoop tie reinforcement system of traditional stone masonry house and construction technology |
| CN103993751A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Wall reinforcing structure and method for improving integrality of historic buildings |
| CN105133850A (en) * | 2015-08-01 | 2015-12-09 | 陕西省建筑科学研究院 | Existing loess cave dwelling reinforcing method |
| CN105275222A (en) * | 2015-11-24 | 2016-01-27 | 郑州大学 | Immature soil coil-filling type traditional folk house wall reinforcing structure and reinforcing method |
| CN105604343A (en) * | 2016-01-29 | 2016-05-25 | 浙江水利水电学院 | Construction method for reinforcing and repairing integral wall of ancient architecture |
-
2018
- 2018-09-27 CN CN201811127326.5A patent/CN109281488B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010156177A (en) * | 2009-01-05 | 2010-07-15 | Takenaka Komuten Co Ltd | Aseismatic reinforcement structure and aseismatic reinforcing method of existing building |
| CN201598846U (en) * | 2010-03-10 | 2010-10-06 | 中国建筑一局(集团)有限公司 | Antique building external wall prestressing steel band reinforcement device |
| CN103993751A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Wall reinforcing structure and method for improving integrality of historic buildings |
| CN103993753A (en) * | 2014-06-04 | 2014-08-20 | 郑州大学 | Angle hoop tie reinforcement system of traditional stone masonry house and construction technology |
| CN105133850A (en) * | 2015-08-01 | 2015-12-09 | 陕西省建筑科学研究院 | Existing loess cave dwelling reinforcing method |
| CN105275222A (en) * | 2015-11-24 | 2016-01-27 | 郑州大学 | Immature soil coil-filling type traditional folk house wall reinforcing structure and reinforcing method |
| CN105604343A (en) * | 2016-01-29 | 2016-05-25 | 浙江水利水电学院 | Construction method for reinforcing and repairing integral wall of ancient architecture |
Non-Patent Citations (1)
| Title |
|---|
| 宋建学等: "砖柱与生土墙混合结构传统民居墙体加固技术研究", 《工程抗震与加固改造》 * |
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